China Agricultural University (CAU) jingyuan@cau.edu.cn Naxos, June - - PowerPoint PPT Presentation
China Agricultural University (CAU) jingyuan@cau.edu.cn Naxos, June - - PowerPoint PPT Presentation
Effects of the aeration pattern, aeration rate and turning frequency on municipal solid waste biodrying performance Jing Yuan China Agricultural University (CAU) jingyuan@cau.edu.cn Naxos, June 13, 2018 Outline Background Objectives
Outline
- Background
- Objectives
- Materials and Methods
- Results and Discussion
- Conclusions
Background
203,6 20 40 60 80 100 60 120 180 240 MSW collection Rate of harmless disposal
MSW collection (millon t /a) Rate of harmless disposal (%)
- High proportion of kitchen waste
Organic matter 70~80% Water content 70~80%
- High proportion of high heat value
substance
Plastic, paper, fabric and woody waste >30% The HHV of MSW increase.
Huge potential energy sources
The amount of municipal solid waste (MSW) produced in China and the rate of harmless disposal (%)
6 5 % 1 3 % 1 2 % 3 % 3 % 2 % 0 % 0 % 2 % kitchen waste plastics paper fabric woody waste glass rubber metal Ash
4
Disposal way of MSW and biodrying technology
200 400 600 800 1000 Landfill Composting Incineration
- thers
Disposal plant of MSW
The main factors restricting the recycling of MSW
W ater recovery
High m oisture Biodrying, a pretreatment method targeting incineration, which aims at removing water from bio-wastes with high water content (Zhang et al., 2009). Besides having a high water-removal rate, this approach is expected to constrain
- rganic degradation, thereby preserving
energy for subsequent utilization, e.g., as residue-derived fuels (RDF) (Velis etal., 2009).
Heat cycle
Combustion
Effect of aeration rate on biodrying
High aeration rate Low aeration rate
Lower matrix temperatures Less evaporated water Lower water carry capacity less evaporated water will be removed
Balance
Temperature aeration
Optimum aeration pattern and rate
The main objective
To study the interactive influences of the aeration pattern, aeration rate, and turning frequency on biodrying performance of municipal solid waste (MSW).
Water-removal rate
Biodrying index
Mass balance
Heat balance
Materials
7
Materials MSW Cornstalks Mixes of MSW and cornstalks
Moisture (%)a
71.47 4.67 60.39
Bulk density (kg·m−3)a
694.97 168.14 513.13
Free air space (FAS) (%)b
30.85 84.23 51.01
Total carbon (TC) (%)b
35.97 42.72 39.48
Total nitrogen (TN) (%)b
1.82 1.11 1.47
C/N
19.76 38.49 26.86
Volatile solids (VS) (%)b
72.64 89.3 80.91
Lower heat value (LHV) (kJ·kg−1)a
- 366
14664 2422
Cornstalks 1 0 % MSW 9 0 %
8
C-LGX
Biodrying vessel(60L)
condensate Condensate collection Refrigerator 50 mm
9
Design of the experiment
Treatment Aeration method Aeration rate (L kg−1 DMmin−1) Turning frequency Total aeration volume (m3)a I1
Intermittent (Aerate 10 min and stop 20 min during Days 0–6) + Continuous (Days 5–18) 0.35 (average 0.3) 3 days 90
I2
Intermittent (Aerate 30min, stop 30 min) 0.6 (average 0.3) 3 days 98
C1
Continuous 0.2 3 days 55
C2
Continuous 0.3 3 days 91
C3
Continuous 0.4 3 days 128
C4
Continuous 0.5 3 days 163
C5
Continuous 0.6 3 days 195
T0
Continuous 0.3 Non 90
T2
Continuous 0.3 2 days 93
T6
Continuous 0.6 6 days 198
Actual total aeration volume during the biodrying process.
Results and discussion
20 40 60 80 100 3 6 9 12 15 18 C1 C2 C3 C4 C5 ambient
Time (days)
20 40 60 80 100 3 6 9 12 15 18 T0 T2 C2 T6 ambient
Time (days)
20 40 60 80 100 3 6 9 12 15 18 C2 I1 I2 C5 ambient
Time (days)
Temperature ()
Temperature
No significant differences were found between the 10 treatments overall. The temperature was affected little by increasing the aeration rate above that required to satisfy the oxygen demand of the microorganisms. Treatment I1 I2 C1 C2 C3 C4 C5 T0 T2 T6 TI () 756 733 737 759 695 681 701 761 688 644 TI: the temperature integration index
0,0 0,5 1,0 1,5 2,0 3 6 9 12 15 18 T0 T2 C2 T6
Time (days)
0,0 0,5 1,0 1,5 2,0 3 6 9 12 15 18 C1 C2 C3 C4 C5
Time (days)
0,0 0,5 1,0 1,5 2,0 3 6 9 12 15 18 C2 I1 I2 C5
Time (days) Water removal rate (kg d-1)
Water-removal rate during biodrying
In all the treatments, water loss mainly occurred in the thermophilic phase (days 7~12), accounting for 50%~68%. Air volume and water evaporation significantly positively correlated between days 1~9. Water loss mainly depended on the total aeration volume, different aeration patterns and turning frequency affecting water loss little at a constant total aeration volume. C4 (0.5 L·kg−1 DM·min−1) is the optimum aeration rate, biodrying performance decreasing at aeration rates higher than the optimum.
Water and volatile solid (VS) losses
Treatments Water removal rate (%) VS loss rate (%) Biodrying index (I) Heat utilization rate (%) I1 51.53 39.02 2.86 50.6 I2 49.74 39.69 2.72 52.0 C1 31.23 36.51 1.7 42.3 C2 48.87 40.39 2.45 53.3 C3 56.76 38.8 3.17 59.8 C4 66.01 34.72 4.12 68.3 C5 62.39 34.47 3.81 65.8 T0 41.91 35.31 2.32 43.8 T2 49.87 41.45 2.49 51.2 T6 59.44 35.38 3.63 60.1 Biodrying index (I)= water loss /VS loss Heat utilization rate (%)=The heat used by evaporation/Generated heat by VS degradation
Characteristics of the final biodrying product
Treatments I1 I2 C1 C2 C3 C4 C5 T0 T2 T6 Moisture (%)a
45.8 46.2 54.04 47.47 41.35 33.25 37.33 51.89 45.34 42.43
Bulk density (kg·m−3)a
369.5 359.2 470.35 396.32 320.94 290.89 315.76 482.94 316.29 328.13
FAS (%)b
67.10 68.3 57.63 64.82 71.84 74.81 72.29 57.12 71.86 70.92
TC (%)b
33.5 32.2 31.33 30.64 31.04 31.99 31.33 31.49 32.6 33.01
TN (%)b
1.9 1.9 1.74 1.86 2.07 1.93 2.08 1.96 1.93 1.94
C/N
18.0 17.0 18.01 16.47 15.00 16.58 14.58 16.07 16.89 17.02
VS (%)b
66.2 63.3 64.08 63.48 65.17 66.57 67.40 66.19 61.40 67.1
LHV (kJ·kg−1)a
4435 4569 3717 4499 7177 9440 8678 3165 4348 5333
The initial moisture content was 60.39%, treatment C4 gave the lowest final moisture content (33.25%) and the highest LHVs 9440 kJ kg-1.
Conclusions
- Biodrying performance was most affected by aeration volume.
- Biodrying performance decreased above the optimum aeration rate.
- An aeration rate of 0.5 L·kg−1 dry matter min−1 and one turn each 3 d
were optimum.
- The optimum results were 66% water removal and 68.3% of heat
used for evaporation.