“…where ∆WF G,mef is the operational grey water footprint (m 3 /time) and CF is the carbon footprint (kg CO 2 -eq/time), and K is equal to the unit kg CO 2 -eq per cubic meter and is used so that CFR is dimensionless. Figure 3 shows a scheme with the variation in the base indicators (∆WF G,mef , WF Blue and CF) of Equations (4) and (5) for the determined period of operation in a WWTP (OR t ) and an estimate of the life period. The range of variation of ∆WF G,mef in the life period of the WWTP with proper operation could cover from ∆WFG,mef with a value of zero, with effluent concertation equal to the maximum legal concentration (c ef ≈ c max , ∆WF G,mef ≈ 0), to ∆WF G,mef , with a value of effluent concentration equal to natural concentration (c ef ≈ c nat , ∆WF G,mef > 0) for a specific contaminant in the aqueous receiving medium.…”