Page 72 - Materials Chemistry, Second Edition
P. 72

Life Cycle Assessment of Beneficial Reuse of Waste Streams        53



           TABLE 4.1
           Characteristics of Wastewater Streams in MWTP
                        COD       TSS       VSS     NH3-N      TN         TP
                       (mg L )    (g L )   (g L )  (mg L )   (mg L )    (mg L )
                           −1
                                     −1
                                                                 −1
                                                        −1
                                              −1
                                                                            −1
            Centrate  3027 ± 779  0.46 ± 0.28  0.35 ± 0.26  113 ± 18  150  250
           Municipal   224.0 ± 4.2  –        –        –     38.95 ± 1.91  6.86 ± 0.05
            wastewater
           COD:  Chemical  Oxygen  Demand; TSS: Total  Suspended  Solid; TN: Total  Nitrogen; TP: Total
           Phosphorous.
              Fortunately, the carbon, nitrogen, and phosphorus composition ratios in centrate
           are favorable for growing algae. This makes centrate attractive as a nutrient source
           for the production of microalgae, which can be converted into biofuels for vehicle
           use (Wang et al., 2010). Studies have shown that algae grown with centrate usually
           have higher yields, higher algae growing density, and fewer inputs than other waste-
           water streams such as raw municipal wastewater and manure (Mu et al., 2014). One
           study shows that centrate can be directly added into algae growing reactors without
           dilution (Min et al., 2011). The pollutants in the effluent of algae cultivation can be
           reduced significantly, which will reduce the load in the aeration tank.
              Besides centrate, other liquid waste is created, such as supernatant of sludge
           thickening and sludge digestion. The liquid waste contains high levels of COD, N,
           and P as well. Instead of being discharged from the plant, these other liquid streams
           are usually recycled to the activated sludge process, which raises the treating load of
           the aeration tank. Injecting those streams into algae cultivation can reduce the pol-
           lutants in those steams and co-produce biofuels for the plant’s use.


           4.3   TECHNOLOGIES FOR RENEWABLE ENERGY FROM WASTE
                 CREATED IN WASTEWATER TREATMENT FACILITIES
           4.3.1  anaerobic DigesTion of biosoliDs
           Anaerobic digestion is a commonly used method to convert biosolids into biogas, which
           generates electricity and heat. It is a natural biochemical process in which microorgan-
           isms break down and digest the solid biomass in anaerobic conditions. As the micro-
           organisms are breaking down the biosolids, they create biogas— usually comprised of
           methane (CH ) and carbon dioxide (CO )—and solid and liquid residues called diges-
                                           2
                      4
            tate. A liquid layer, supernatant, is also created on the top of the digestate and discharged
            out of the digester. In a municipal wastewater treatment plant, digestion is usually done
            in mesophilic conditions, where the biosolids are in tanks at ~30–38°C to increase yield
            and eliminate harmful pathogens, because more methane can be generated.
              Biogas is typically made up of approximately 50%–80% methane and approxi-
            mately 20%–50% carbon dioxide. In the Greenhouse Gases, Regulated Emissions,
            and Energy Use in Transportation (GREET) database, methane generation rate is
   67   68   69   70   71   72   73   74   75   76   77