The depth of the studied wellbore is about 4200 m and data obtained from 360 m intervals between 3800 m to 4160 m.
Regarding the saltwater intrusion toe location, according to the Ghyben–Herzberg relationship, (h_f) was estimated at (2.5 mathrm{m}), given that the depth of the studied aquifer is about (100 mathrm{m}) (based on boring log information).
The scope of this article is limited by the depth of the case studies presented, and the choice of the authors to reflect on the design of EWS through investigating pathways to involving local communities.
The depth of the wells in the study area varies from 1 to 23 m below ground level (CGWB 2008).
The effect of the amount of clay surrounding the pile on the induced bending moment and lateral displacement along the depth of the pile was studied in Abaqus/Cae.
Judging from the depth of the K horizon in the study area (which is between 5 and 8 km), this would imply that the last large intrusion has already affected most of the crust above it.
The depth of the Moho discontinuity in the study area has been estimated to be 26 28 km on the basis of seismic reflection data (Bécel et al. 2009) and from receiver function analysis (Buyukakpinar et al. 2014).
At last, the effect of the cutting parameter on the depth of the SSD layers is studied by information statistics.
The impact of varying the depth of the basin water was also studied.
