“…It is worth indicating that the consistency ratio (CR) should be less than 0.1 to consider the weights affected logically by the factors. The authors used the same parameter Elevation (altitude) [35], [38], [39] Soil [39], [40], [41] Distance from fault [3] Distance from river [3] Drainage density [9], [33], [41] Lineament density [23], [27], [40] Lithology [33], [35], [39] LULC [23], [26], [33] NDVI [3], [14], [33] Profile curvature [3]…”