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Los retos en la gestión de residuos urbanos en una economía globalizada
                                        Els reptes en la gestió de residus urbans en una economia globalitzada
                                                     Challenges in waste management in a globalized economy




                  MBT: CONSEQUENCES ON CONSTRUCTION AND
                          OPERATION OF LANDFILLS

                    Kai Münnich
                                                         Leichtweiß-Institute for Hydraulic Engineering and
                                                                                           Water Resources
                                                         Department of Waste and Resource Management




ORGANIZADO POR:                           CON LA COLABORACIÓN DE:
Los retos en la gestión de residuos urbanos en una economía globalizada
                                         Els reptes en la gestió de residus urbans en una economia globalitzada
                                                      Challenges in waste management in a globalized economy




Common practice of waste disposal….




                        © Now Public
Los retos en la gestión de residuos urbanos en una economía globalizada
                                              Els reptes en la gestió de residus urbans en una economia globalitzada
                                                           Challenges in waste management in a globalized economy




MBT disposal on landfills…
Practice of waste disposal in future…. !?
Los retos en la gestión de residuos urbanos en una economía globalizada
                     Els reptes en la gestió de residus urbans en una economia globalitzada
                                  Challenges in waste management in a globalized economy




Fresh waste                MBT material
              Why MBT?

              Reduction of
              - risks by emissions during
                landfill operation
              - time necessary for aftercare
              - effort for aftercare

               Changes in construction and
               operation?




                < 60 mm                          < 25 mm
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                               Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                            Challenges in waste management in a globalized economy




Quality of MBT waste in Germany:

- Criteria in annex 3 of Landfill Ordinance (2009).
                         low concentrations in leachate

           - Stability parameter:
                      - respiration rate: ≤ 5 mg/g (DS) or
                      - digestion rate: ≤ 20 l/kg (DS)
                      - TOCEluate :    ≤ 300 mg/l

                          low concentrations of organics in leachate
                          low gas emissions

           - Utilisation parameter:
                      - Upper calorific value: ≤ 6000 kJ/kg (DS) or
                      - TOCsolid: ≤ 18 M. % (DS)

                         material size < 40 – 60 mm
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                      Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                   Challenges in waste management in a globalized economy




Waste disposal: no requirements in view of physical parameters
                but: maximal emplacement density should be achieved
                    less settlement
                    less leachate
                    higher mechanical stability
                    longer lifespan until end of backfilling

How to determine waste density?
        - measurement of landfill surface (e.g. GPS)
            but, settlement of old waste layers and subsoil is enclosed
        - sampling on landfill area
            problems in sampling
        - proctortests
            maximal size < 60 mm
            static test  dynamic compaction on landfill  differences?
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                                                               Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                                                            Challenges in waste management in a globalized economy




          Results from proctortests:

                         90

                                                                                                                    Bidlingmaier et al (1999)
                                                                                                                    Kühle-Weidemeier (2004)
                         80                                                                                         Rettenberger (2005)
                                                                                                                    Entenmann/Wendt (2007)
                                                                                                                    Heyer et al (2008)
                                                                                                                    Entenmann (2009)
                                                                                                                    LWI (anaerob-aerob)
                         70                                                                                         LWI (aerob)
Water content [w-% DS]




                         60



                         50



                         40



                         30

                                      Fresh Waste 0.5 – 1.0
                                                                                                     MBT material 0.8 – 1.5
                         20
                              0,5   0,6          0,7            0,8             0,9          1               1,1               1,2               1,3
                                                              Proctordensity   [t/m3   DS]
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                                     Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                                  Challenges in waste management in a globalized economy




             Proctorcurve and material size


                     1,20
                                                                                         MH <60
                     1,10                                                                WHV <60
                                                                                         NH <60
                                                                                         Bu < 60
                     1,00
Dry density [t/m3]




                     0,90


                     0,80


                     0,70


                     0,60


                     0,50
                            5   10   15   20        25       30           35               40              45
                                          Water content [w-% WS]
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                      Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                   Challenges in waste management in a globalized economy




Slope stability:



                                             Reason: plastics are able to take up
                       40                            tensile forces
                                                             „grouted anchor“ for
                                                               the slope
                            56
                                                                       3.0
                                                                              1.0
                                                                                                            18




                             sgs engineers




MBT: - screening to <60 mm
        reduction of reinforcing material (fibres)
           from >25 M.-% to < 5 M.-%  Tensile strength??
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                      Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                   Challenges in waste management in a globalized economy




Surface settlement:
               Calculation based on the physical properties of the waste is not
               possible at the moment

    Total settlement:
                                                                     MBT                Fresh waste
             primary settlement (load):                           15 - 20                   35 – 50             %
             secondary settlement (creep, biol. processes) : < 5                            15 - 30            %

        after total filling settlement is completed in large part
        as a result of the homogeneity of MBT material large differences
         in settlement are not to be expected

       Consequences for construction and operation:
          final surface sealing system can be installed earlier
          time and effort for monitoring in the closing and aftercare phase
            are reduced distinctly
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                      Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                   Challenges in waste management in a globalized economy




Hydraulic properties:

Parameters important for the movement of water and the generation of
leachate at the base of the landfill body:

             Infiltration-rate F and
             saturated hydraulic conductivity k
                  F>k!

    German recommendation:       MBT-material: k = 1*10-6 – 1*10-9 m/s
                                 Fresh waste: k = 1*10-3 – 1*10-6 m/s



    Low permeabilities?
     - Surface runoff possible      less leachate at the landfill base
     - Pore water pressure?         slope stability?
     - higher evaporation rate      less leachate
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                                                                      Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                                                                   Challenges in waste management in a globalized economy




k-values from laboratory tests

                                       1E-04
                                                                                                                                        < 60 mm
                                                     Fresh waste
                                                                                                                                        < 40 mm
                                                                                                                                        < 30 mm
  Saturated hydr. conductivity [m/s]




                                       1E-05



                                       1E-06



                                       1E-07
                                                                   MBT




                                       1E-08



                                       1E-09
                                               0,6                       0,7   0,8          0,9                1                       1,1                     1,2

                                                                               Dry density [t/m³]
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                      Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                   Challenges in waste management in a globalized economy




Landfill operation - emplacement technology
 Engines:
        For distribution:   bulldozer/tracked loaders
        For compaction:     compactor?
                            pad foot roller
                            and vibrating smooth roller
Los retos en la gestión de residuos urbanos en una economía globalizada
                                           Els reptes en la gestió de residus urbans en una economia globalitzada
                                                        Challenges in waste management in a globalized economy




Design of the emplacement surface:

 Why ?
 To avoid impoundment of surface water
       soaking of the surface
       impassability of the area
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                   Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                Challenges in waste management in a globalized economy




Design of the emplacement surface:
 Covering with foils?
  Problems:
  Generation of condense
  respectively impounded water
  underneath the foil
       trafficability ?                                                                                  © Rettenberger

       slipping of the foil ?




 Slope of the surface ( 5 %)
 daily rolling with smooth roller
   catchment and treatment of surface runoff!
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                       Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                    Challenges in waste management in a globalized economy




Emissions from MBT landfills: Leachate
 volume




        Leachate at the basis + surface runoff = ~ 65 % of precipitation

        Leachate at the basis : surface runoff = 55 : 45 %
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                                   Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                                Challenges in waste management in a globalized economy




       Emissions from MBT landfills: Leachate
        quality
   3000
                        F1 Basis
                        F1 Surface
                                              new waste layer
- Leachate and surface runoff must be collected
- Dilution effects esp. on concentrations in surface runoff
    2000
- A purification of both streams might be necessary
    COD [mg/l]




- Increase in concentrations after emplacement of new waste layers
- Concentrations much lower than in fresh wastes, typical for landfills in
   the stable methane phase
- Biostability is already high (BOD5/COD = 0,02 – 0,15)
   1000




                 0
                 Apr/ 10 Mai/ 10 Jul/ 10 Aug/ 10 Okt/ 10 Dez/ 10 Jan/ 11 Mrz/ 11 Mai/ 11 Jun/ 11
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                           Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                        Challenges in waste management in a globalized economy




Emissions from MBT landfills: Gas

 By MBT the gas potential is reduced of about 80 – 90 % to 10 – 45 Nm3/Mg DS
 The gas flux is expected to be low: low permeability of the MBT material
                                       low temperatures in the MBT landfill
        Active degassing does not make sense in technical and economical view
       Passive system, e.g. methane oxidation layer
          Methane oxidation potential:
                  Soil layer: 2,5 – 12 l CH4/m2*h                        > Methane flux from MBT
                  Compost substrate: 12 – 30 l CH4/m2*h

                                            H2O CO2     O2



               Recultivation- and methane
               oxidation layer



                                            CH4
                                                  CH4
                                                         CH4
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                   Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                Challenges in waste management in a globalized economy




Changes in construction and operation of MBT landfills in comparison
to „traditional“ landfills
Modification

Water household     • lower volume of leachate at the base
                    • lower concentrations in leachate
                    • collection treatment of runoff
Stability           • higher density
                    • low settlement
                    • flat slopes
Gas                 • no active degassing and gas treatment
Operation           • changes in engines for disposal and compaction
                    • less infrastructure
                    • longer lifespan
                    • less staff
Aftercare           • less monitoring
                    • shorter duration
Los retos en la gestión de residuos urbanos en una economía globalizada
                                                       Els reptes en la gestió de residus urbans en una economia globalitzada
                                                                    Challenges in waste management in a globalized economy




Summary:

 Physical behaviour of MBT output material has to be tested before disposal
 The construction (slope, engines etc.) and the operation (covering,
  drainage etc.) have to be adapted to the specific local conditions
 Leachate from the base has still to be treated, but the volumes
  and concentrations are definitely lower
 Surface runoff has to be collected and possibly be treated
 The low volumes of gas can be collected and treated by passive
  systems
 Time and effort during operation phase is increased, during the
  aftercare phase clearly reduced

 The better the intensity of treatment (or the degree of stabilization) the
  smaller the effort necessary after closure of the landfill
Los retos en la gestión de residuos urbanos en una economía globalizada
                                      Els reptes en la gestió de residus urbans en una economia globalitzada
                                                   Challenges in waste management in a globalized economy




               Thank you for your attention !




Dr.-Ing. K. Münnich
k.muennich@tu-bs.de

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MBT disposal impacts on landfill construction

  • 1. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy MBT: CONSEQUENCES ON CONSTRUCTION AND OPERATION OF LANDFILLS Kai Münnich Leichtweiß-Institute for Hydraulic Engineering and Water Resources Department of Waste and Resource Management ORGANIZADO POR: CON LA COLABORACIÓN DE:
  • 2. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Common practice of waste disposal…. © Now Public
  • 3. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy MBT disposal on landfills… Practice of waste disposal in future…. !?
  • 4. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Fresh waste MBT material Why MBT? Reduction of - risks by emissions during landfill operation - time necessary for aftercare - effort for aftercare Changes in construction and operation? < 60 mm < 25 mm
  • 5. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Quality of MBT waste in Germany: - Criteria in annex 3 of Landfill Ordinance (2009).  low concentrations in leachate - Stability parameter: - respiration rate: ≤ 5 mg/g (DS) or - digestion rate: ≤ 20 l/kg (DS) - TOCEluate : ≤ 300 mg/l  low concentrations of organics in leachate  low gas emissions - Utilisation parameter: - Upper calorific value: ≤ 6000 kJ/kg (DS) or - TOCsolid: ≤ 18 M. % (DS)  material size < 40 – 60 mm
  • 6. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Waste disposal: no requirements in view of physical parameters but: maximal emplacement density should be achieved  less settlement  less leachate  higher mechanical stability  longer lifespan until end of backfilling How to determine waste density? - measurement of landfill surface (e.g. GPS) but, settlement of old waste layers and subsoil is enclosed - sampling on landfill area problems in sampling - proctortests maximal size < 60 mm static test  dynamic compaction on landfill  differences?
  • 7. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Results from proctortests: 90 Bidlingmaier et al (1999) Kühle-Weidemeier (2004) 80 Rettenberger (2005) Entenmann/Wendt (2007) Heyer et al (2008) Entenmann (2009) LWI (anaerob-aerob) 70 LWI (aerob) Water content [w-% DS] 60 50 40 30 Fresh Waste 0.5 – 1.0 MBT material 0.8 – 1.5 20 0,5 0,6 0,7 0,8 0,9 1 1,1 1,2 1,3 Proctordensity [t/m3 DS]
  • 8. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Proctorcurve and material size 1,20 MH <60 1,10 WHV <60 NH <60 Bu < 60 1,00 Dry density [t/m3] 0,90 0,80 0,70 0,60 0,50 5 10 15 20 25 30 35 40 45 Water content [w-% WS]
  • 9. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Slope stability: Reason: plastics are able to take up 40 tensile forces  „grouted anchor“ for the slope 56 3.0 1.0 18 sgs engineers MBT: - screening to <60 mm  reduction of reinforcing material (fibres) from >25 M.-% to < 5 M.-%  Tensile strength??
  • 10. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Surface settlement: Calculation based on the physical properties of the waste is not possible at the moment  Total settlement: MBT Fresh waste primary settlement (load): 15 - 20 35 – 50 % secondary settlement (creep, biol. processes) : < 5 15 - 30 %  after total filling settlement is completed in large part  as a result of the homogeneity of MBT material large differences in settlement are not to be expected  Consequences for construction and operation:  final surface sealing system can be installed earlier  time and effort for monitoring in the closing and aftercare phase are reduced distinctly
  • 11. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Hydraulic properties: Parameters important for the movement of water and the generation of leachate at the base of the landfill body:  Infiltration-rate F and  saturated hydraulic conductivity k F>k! German recommendation: MBT-material: k = 1*10-6 – 1*10-9 m/s Fresh waste: k = 1*10-3 – 1*10-6 m/s  Low permeabilities? - Surface runoff possible  less leachate at the landfill base - Pore water pressure?  slope stability? - higher evaporation rate  less leachate
  • 12. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy k-values from laboratory tests 1E-04 < 60 mm Fresh waste < 40 mm < 30 mm Saturated hydr. conductivity [m/s] 1E-05 1E-06 1E-07 MBT 1E-08 1E-09 0,6 0,7 0,8 0,9 1 1,1 1,2 Dry density [t/m³]
  • 13. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Landfill operation - emplacement technology Engines: For distribution: bulldozer/tracked loaders For compaction: compactor? pad foot roller and vibrating smooth roller
  • 14. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Design of the emplacement surface: Why ? To avoid impoundment of surface water  soaking of the surface  impassability of the area
  • 15. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Design of the emplacement surface:  Covering with foils? Problems: Generation of condense respectively impounded water underneath the foil  trafficability ? © Rettenberger  slipping of the foil ?  Slope of the surface ( 5 %)  daily rolling with smooth roller  catchment and treatment of surface runoff!
  • 16. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Emissions from MBT landfills: Leachate  volume Leachate at the basis + surface runoff = ~ 65 % of precipitation Leachate at the basis : surface runoff = 55 : 45 %
  • 17. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Emissions from MBT landfills: Leachate  quality 3000 F1 Basis F1 Surface new waste layer - Leachate and surface runoff must be collected - Dilution effects esp. on concentrations in surface runoff 2000 - A purification of both streams might be necessary COD [mg/l] - Increase in concentrations after emplacement of new waste layers - Concentrations much lower than in fresh wastes, typical for landfills in the stable methane phase - Biostability is already high (BOD5/COD = 0,02 – 0,15) 1000 0 Apr/ 10 Mai/ 10 Jul/ 10 Aug/ 10 Okt/ 10 Dez/ 10 Jan/ 11 Mrz/ 11 Mai/ 11 Jun/ 11
  • 18. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Emissions from MBT landfills: Gas  By MBT the gas potential is reduced of about 80 – 90 % to 10 – 45 Nm3/Mg DS  The gas flux is expected to be low: low permeability of the MBT material low temperatures in the MBT landfill  Active degassing does not make sense in technical and economical view  Passive system, e.g. methane oxidation layer Methane oxidation potential: Soil layer: 2,5 – 12 l CH4/m2*h > Methane flux from MBT Compost substrate: 12 – 30 l CH4/m2*h H2O CO2 O2 Recultivation- and methane oxidation layer CH4 CH4 CH4
  • 19. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Changes in construction and operation of MBT landfills in comparison to „traditional“ landfills Modification Water household • lower volume of leachate at the base • lower concentrations in leachate • collection treatment of runoff Stability • higher density • low settlement • flat slopes Gas • no active degassing and gas treatment Operation • changes in engines for disposal and compaction • less infrastructure • longer lifespan • less staff Aftercare • less monitoring • shorter duration
  • 20. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Summary:  Physical behaviour of MBT output material has to be tested before disposal  The construction (slope, engines etc.) and the operation (covering, drainage etc.) have to be adapted to the specific local conditions  Leachate from the base has still to be treated, but the volumes and concentrations are definitely lower  Surface runoff has to be collected and possibly be treated  The low volumes of gas can be collected and treated by passive systems  Time and effort during operation phase is increased, during the aftercare phase clearly reduced  The better the intensity of treatment (or the degree of stabilization) the smaller the effort necessary after closure of the landfill
  • 21. Los retos en la gestión de residuos urbanos en una economía globalizada Els reptes en la gestió de residus urbans en una economia globalitzada Challenges in waste management in a globalized economy Thank you for your attention ! Dr.-Ing. K. Münnich k.muennich@tu-bs.de