Call Girls in Gomti Nagar - 7388211116 - With room Service
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:
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
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