Page 45 - Materials Chemistry, Second Edition
P. 45

26                          Life Cycle Assessment of Wastewater Treatment








                                      Raw
                                      wastewater
                                      influent
                               Digested  screenings/grit
                                      disposal
                               sludge
                                                           Primary
                                                           settling
                        Gas
                       storage
                        tanks                              Aeration
                                                           tank

                                                           Secondary
                                                           settling
                              Biogas
                              power
                               plant
                                                 Treated wastewater
                                                 influent
                                    0  100      Hydro
                                N    Scale      power
                                                plant
                                                         ANKARA STREAM



           FIGURE 2.1  Layout plan of the Tatlar WWTP.
           WWTP. The four hydro turbines installed at Samra WWTP will generate 21 GWh
           per year electrical energy, which has important environmental benefits, as Jordan
           generates its electricity mainly from oil. This production is estimated to avoid the
           emission of more than 17,000 tons of CO  per year. Also, the facility covers 98% of
                                             2
           Amman city’s electricity consumption by using the biogas and hydropower (at both
           inlet and outlet) energies together (ESHA, 2010).
              In the case of hydro energy, electric generation, E, is proportional to the dis-
           charge, Q, and the head, H, as follows:
                                        E =ρ gQH tη                        (2.1)


            where:
                                                     −3
                ρ  is the density of fluid (ρ wastewater  = 1080 kg m )
                g  is acceleration due to gravity
                η  is the efficiency of the hydro turbine for the corresponding discharge
                t  is the working time of the turbine for the relevant time period
              Assessing reliable and sufficient discharge data during the planning phase of
            a hydropower development is necessary to accurately estimate the hydro energy
            yield. Accordingly, long-term (at least 1 year) on-site discharge measurements
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