Department of Bio-Industrial Mechatronics Engineering College of Bioresources and Agriculture
National Taiwan University Master Thesis
Mesophilic Anaerobic Co-Digestion of Vegetable Wastes and Swine Manure
Yu-Shan Lin
Advisor: Chu-Yang Chou, Ph.D.
105 7
July, 2016
404 個
個 好 個
好 好
Angel 個
個 個 個
個 ⼈ 個 好 個
好 個
個 ⼈ 好 個 好
Alison Jack (ISA Lille) Thanh Ly LE MINH Julien Castelin
好 個 好
⼀ 個 個
好 好
好 個
個 好
個 個
個 個
個
個 個 個 好
個 好
好
(37±1°C) 個
好 個
個 (HRT 12
10 8 ) 個 ( )
好
(Total solids, TS) 5%個 TS 4%個
(C/N) 30:1好 個
HRT 5 個 (SM) (VW) (SM:VW
1:0 4:1 3:1 2:1 1:1) 個
TS 5% 好
30% ( HRT 12 ) 個
(COD 5.5%個TS 7.81%個VS 15.77%)
(GPR 0.26 L/L/day個MPR 0.12 L CH4/L/day)好 HRT 5 個
(SM:VW 1:0) 個GPR MPR
1.70 L/L/day 1.06 L CH4/L/day 61.90%個COD TS VS
16.27% 14.40% 12.14%好 個
4:1 個GPR MPR 1.49 L/L/day 0.77 L
CH4/L/day 51.33%個COD TS VS 16.95% 13.27% 11.73%好
33%個 2:1個
0.54 L CH4/L/day個COD 13.85% 個
個 (Sodium bicarbonate) pH
個 50%好 個
個 個
好
Abstract
In this study, the experiment of mesophilic (37±1°C) anaerobic co-digestion of swine manure (SM) and vegetable wastes (VW) was conducted to investigate the optimal operational condition and mixing ratio. The whole study includes two experiments. The first experiment was the co-digestion of digestate (the effluent of the primary digestion of swine manure) and vegetable wastes. This experiment was to evaluate if the gas production of digestate in the secondary digestion could be improved effectively after the supplement of proper carbon source under different hydraulic retention times (HRT) of 8, 10 and 12 days. The influent of the primary digestion was 5% TS swine manure, while the vegetable wastes used in the secondary digestion was controlled at 4% TS. Also, the carbon to nitrogen ratio (C/N) of feed mixture of co-digestion was prepared and controlled at around 30:1. The second experiment was the co-digestion of swine manure and vegetable wastes. This experiment was to evaluate the gas production and the limit of adding vegetable wastes at different mixing ratios of 1:0, 4:1, 3:1, 2:1 and 1:1 (SM:VW) under a relative high organic loading rate of 5-day HRT. The influent substrates including both swine manure and vegetable wastes were prepared at around 5% TS before mixing and feeding.
The results of the first experiment showed that in test of adding 30% of vegetable wastes to the primary digestate as feeding mixture (12-day HRT) could improve the COD, TS and VS removal efficiencies of 5.5%, 7.81% and 15.77%, respectively, and also improve the gas production rate (GPR) and methane production rate (MPR) of 0.26 L/L/day and 0.12 L CH4/L/day, respectively. The results of the second experiment showed, at 5-day HRT, the test of using 100% swine manure (SM:VW is 1:0) had the
1.06 L CH4/L/day and 61.90%, respectively, and the COD, TS and VS removal efficiencies of 16.27%, 14.40% and 12.14%, respectively. In respect of adding vegetable wastes for co-digestion, the test of 4:1 (SM:VW) mixing ratio had the best gas production performance with GPR, MPR and methane content of 1.49 L/L/day, 0.77 L CH4/L/day and 51.33%, respectively, and the COD, TS and VS removal efficiencies of 16.95%, 13.27% and 11.73%, respectively.
The results also showed to maintain the system working, the highest proportion of the vegetable wastes could be added was 33%, i.e. SM:VW of 2:1. The MPR of 0.54 L CH4/L/day and TS removal efficiency of 10.87% was observed during this testing period.
Beyond this adding ratio of vegetable waste, imbalance of reactor would be occurred due to inhibition. To suppress the inhibition effect, addition of alkali (Sodium bicarbonate) to adjust the pH value of influent and reactor, the proportion of vegetable wastes could then lift up to 50%. In conclusion, the anaerobic co-digestion of swine manure and vegetable wastes with high solids concentration influent and organic loading rate was successfully proved, and a high gas production could be achieved in this study.
Keywords: anaerobic co-digestion, swine manure, vegetable wastes, methane, wastewater treatment
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Abstract ... 4
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... 11
... 13
... 15
2.1 ... 15
2.1.1 ... 15
2.1.2 ... 16
2.2 ... 17
2.3 不 ... 21
2.3.1 ... 21
2.3.2 ... 22
2.3.3 ... 22
2.3.4 ... 22
2.3.5 ... 24
... 26
3.1 ... 26
3.1.1 ... 28
3.1.2 ... 29
3.2 ... 31
3.2.1 ... 31
3.2.2 ... 31
3.3 ... 31
3.3.1 ... 33
3.3.2 ... 34
3.4 ... 35
3.4.1 pH ... 35
3.4.2 ... 36
3.4.3 ... 36
3.4.4 ... 37
3.4.5 (TOC) ... 37
3.4.6 (TKN) ... 37
3.4.7 ... 38
3.5 ... 38
... 40
4.1 ... 40
4.1.1 R1 ... 42
4.1.2 R2 ... 49
4.1.3 R3 ... 55
4.1.4 R2 R3 ... 61
4.2 ... 65
4.2.1 Test 4 – ... 67
4.2.2 Test 5 – Test 7 ... 73
4.2.3 Test 4 – Test 7 ... 80
4.4 ... 84
4.5 ... 85
... 87
5.1 ... 87
5.2 ... 88
... 89
... 93
3-1 ... 27
3-2 ... 32
3-3 ... 33
3-4 ... 34
4-1 R1 ... 43
4-2 R2 ... 50
4-3 R3 ... 56
4-4 R2 R3 ... 63
4-5 A1 A2 ... 71
4-6 B1 B2 ... 72
4-7 T4 T5 T6 T7 ... 82
2-1 2015 在 個2015有 .... 18
2-2 2015 在 個2015有 ... 19
3-1 ... 28
3-2 ... 29
3-3 ... 30
3-4 ... 30
3-5 ... 35
4-1 ... 40
4-2 ... 41
4-3 R1 ... 45
4-4 R1 pH COD ... 46
4-5 R1 TS VS ... 47
4-6 R1 ... 48
4-7 R2 ... 52
4-8 R2 ... 52
4-9 R2 ... 53
4-10 R2 ... 54
4-11 R3 ... 57
4-12 R3 ... 58
4-13 R3 ... 59
4-14 R3 ... 60
4-15 R2 R3 ... 64
4-16 ... 66
4-17 ... 66
4-18 Test 4 ... 68
4-19 Test 4 ... 69
4-20 Test 4 ... 70
4-21 T5 T6 T7 ... 73
4-22 T5 T6 T7 pH COD ... 75
4-23 T5 T6 T7 TS VS ... 77
4-24 T5 T6 T7 ... 79
4-25 T4 T7 ... 83
4-26 HRT 12 10 8 5 ... 84
4-27 ... 86
個 個 好
2014 479 個 230
227 在 個2015有好 不 個
個 個
好
個 200 個
了 4000 個 2016
100 在
個2016有個 不 好
個 不 好
103 了 個 2014
270 個 90 在Leaf vegetable有好 個
14 在 個2008有個
個 個 個
( 個2001)個 個 個 好
個 不 (
個2012)好
不 個 個
好 個
個 個 個
個 好
個
個 個
好
2.1
2.1.1
個2014 14.7
個 282 好 個
28.7% 12.7% 7.7% 7.5% 在 個2015有好
個 2015
個 10 37% 13%在 個
2015有好
在 個Cabbage有 個 37.6
個 2005 12%個 20%好2015
個 26.6% 20% 14% 好
在 個Chinese cabbage有 個
8.1 個 43% 個 25%好2015
個 47.9% 25.7% 10.5% 在 個
2015有好
2.1.2
個 17 個
71.5%是89.5%個 13 個 好
在 有
在 有 在 有
好 個
個 個
個 在 個
2008有個 2015
50%在 個2015有個 好
個59% 個12% 個7.4%
個5.4% 個3.8 個2.9%
個2.7% 個2.2% 在 個2015有好
好
2000 63 個 35% 個
65% 個 好
個 好 個
個 好
個 個 個
個 好
個
個 個 個
個
, 個 好
個 個
個
個 ( 個2001)好
2.2
(GHG) 個 20% (Watson
et al., 1996)好 個 50%好
個 個
46.4%好2015 個 549.6 個 個
個 2014 4.9 個
0.9%好 個 個 2006 個
個 個 2007
9.0% 85.5%好2015 2-1 個
個 25.99%好2015 2-2 個
200 4,147 在 個2015有好
2-1 2015 在 個2015有
在 有 (%) 在 有 (%)
1,425,499 25.99 1,219 15.73
1,271,666 23.19 1,822 23.51
773,151 9.65 748 9.65
569,031 10.38 703 9.07.
292,390 5.33 558 7.20
374,366 6.83 292 3.77
4,706,103 85.81 5,342 68.92
5,484,053 100 7,751 100
2-2 2015 在 個2015有
在 有 在 有 在%有 在 有 在%有
1-99 2,592 33.97 76,222 1.39
100-199 892 11.69 132,708 2.42
200-299 480 6.29 117,772 2.15
300-499 628 8.23 248,496 4.53
500-999 1,477 19.36 1,111,737 20.27
1000-1999 1,081 14.17 1,488,411 27.14
2000-4999 353 4.63 1,038,871 18.94
5000 128 1.68 1,269,836 23.16
Total 7,631 100.00 5,484,053 100.00
2014 227 個 47%好
個95% 個3.5% 個 1.2%
個 2.8 在 個2015有好
1974 個
個 個
好 好
不 個 好
不 個 好
20 個
好 200 個 50( / )
50( / )
100( / ) 2000
好 個
個 個 個
個 好
2006 個 4 個
個 個2015
個 個
好 你 個
個
個 在1有 不 10 5
個在2有 個在3有
個在4有 個在5有
個 1 個 個在6有
個在7有
個 好在 個 個
好有 2016
15 在 個2015有好
2.3
2.3.1
個 個
個 個
好 個 個 :
在1有 個 個在2有不
個 個 個 在3有
個 個
好
個 個
(Esposito et al., 2012)好
2.3.2
不 個
(McCarty, 1964 ; Seadi et al., 2008)好 個
個
個 72% 個 28%
(McCarty and Smith, 1986)好
2.3.3
個
個 個
個 個
個 不 ( 個2013)好
個 不 你 個
個 個 好(Esposito et al., 2012)好
2.3.4
個 個
好
個 好
Fujita et al.在1980有 個
個 C/N 7.4個 不 25-35 個
在 有個
個 在 1-1有好
Alvarez and Lidén在2008有 個
不 個 在Organic loading rate ,OLR有 1.3 g VS/L/day
個VS 50%~65%個 在Methane yield有 0.3 L/g VS added
在 1-2有好
Kafle et al.在2013有 個 HRT 30
個 25% 33%在 VS 有個OLR 1.6
g VS/L/day 個 個Methane yield 0.19L CH4/g COD added個
33% 50% 個 個
Methane yield 0.05L CH4/g COD added在 1-3有好
Mazareli et al.在2016有 個
OLR 個
個 COD 85%個
90%個 70:30
1.08 L CH4/L/day個 COD 70%在 1-4有好
在1有 在 有 在2有
在3有 在4有
在5有 ( ) 在6有
在7有 在8有 在9有
在10有 好
在1有 在2有 在3有
在4有 在5有
在6有 在7有
在8有 (Braun,
2002; Mata-Alvarez et al., 2000) 好
2.3.5
不 個 好
不 個 個 好
(Khalid et al., 2011)好
個 個
個 個
(Comino et al., 2010)好
個
(BOD) 個 (C/N ratio) 好 個
好 個 173
1000 好 個
個 個 個
(Esposito et al., 2012)好
C/N ratio 25~35個 不
(Scharer and Moo-Young, 1979)好 Wang (2009)
46% 個 10% 好 Wu et al. (2010) 個
個
16 20 25個 25 好
Hawkes (1980) 20 30 個
Sievers and Brune (1978) 16 好
3.1
個 個
好
3-1 個 好
個 (HRT 12 10 8 )
個 不
個 好 個
(HRT 5 )個
個 好
個 好
VW : (Vegetable wastes) 3-1
3.1.1
3-1 個 HRT —— Test 1
Test 2 Test 3 HRT 12 10 8 好 R1 R2
R3個 6 L 2.5 L 2.5 L好R1 TS 5% 個
個 個 R2
R3 ——R2 100% 個 R3
3:1 好
3-2 個 3:2
好
3-1 Working
Volume (L) Substrate HRT (days)
Test 1 Test 2 Test 3
R1 6 TS 5% SM 12 10 8
R2 2.5 R1 digestate 12 10 8
R3 2.5 R1 digestate + TS 4%
VW 12 10 8
SM : (Swine manure)
VW : (Vegetable wastes)
3-2 Working Volume (L)
HRT
(days) Start - up
R1 6 12 3.6 L SM + 2.4 L AS
R2 2.5 12 1.5 L SM + 1 L AS
R3 2.5 12 1.5 L SM + 1 L AS
SM : (Swine manure)
AS : (Anaerobic sludge) 3.1.2
(HRT 5 )個
個 好
4 個 A B 個 個
3-3好A A1 A2個 Test 4 Test 5 Test 7 個
1:0 4:1 2:1 B B1 B2個 Test 4 Test 6
Test 8 個 1:0 3:1 1:1好
3
HRT 好Test 4 個
個 個A B
Test 5 Test 6 好
3-4 個 3:2
3-3
Test Test notation Feed mixing ratio SM:VW
VW component (%)
Test 4
T4-A1 1:0 0%
T4-A2 1:0 0%
T4-B1 1:0 0%
T4-B2 1:0 0%
Test 5 T5-A1 4:1 20%
T5-A2 4:1 20%
Test 6 T6-B1 3:1 25%
T6-B2 3:1 25%
Test 7 T7-A1 2:1 33.3%
T7-A2 2:1 33.3%
Test 8 T8-B1 1:1 50%
T8-B2 1:1 50%
SM : (Swine manure)
VW : (Vegetable wastes)
3-4 Working Volume
(L)
HRT
(days) Start - up
3 5 1.8 L SM + 1.2 L AS
SM : (Swine manure)
AS: (Anaerobic Sludge)
3.2
3.2.1
個 個 好
3.2.2
個
TS 個 TS 5%個 -20 個
4 好
個 9:1
(Cabbage) (Chinese Cabbage) 個
個 TS 個 -20 個 4 個
好
3.3
3-1 個R1 R2 R3 個
(System model NO. 7553-80, Masterflex®, Cole-Parmer Instrument Co., IL,
USA) 個 個
好R1 個 R2 個
3:1 R3 好
3-2
A1 A2 B1 B2個 3-3 個
個 好
3-3
3.3.1
R1 7 L (Continuous flow stirred-
tank reactor, CSTR)個 (Working volume) 6 L好 R1 個
R2 R3 A1 A2 B1 B2 5 L CSTR個
2.5 L 2.5 L 3 L 3 L 3 L 3 L好 個 個
好 個
37±1°C個 個
個 3-4 好
3-4
3.3.2
(CAT. NO. 232-01, SKC Inc. USA) 個 (W-NK-0.5, Shinagawa Co., Tokyo, Japan)
個 個 個
個 好 (Gas
production rate, GPR)個 (Gas sampling bulb) 個
在Gas chromatograph, -8700T, Taiwan有 個
在Methane content有好
3.4
個 Standard Methods (APHA,
1992)個 3-5好 pH (Chemical oxygen
demand, COD) (Total solids, TS) (Volatile solids, VS)好
個 在Total kjeldahl
nitrogen, TKN有 在Total organic carbon, TOC有 好
3-5
3.4.1 pH
pH meter (PHB-9901, AI-ON Industrial Corp., USA) pH 好
pH 4 pH 7 個
好
Parameters Method
COD Standard methods - 5220C TS Standard methods - 2540C VS Standard methods - 2540E TOC Walkley – Black method TKN Macro – Kjeldahl method
3.4.2
個 2.5 mL 個 1.5
mL COD digestion solution 3.5 mL 個 COD Reactor (HACH
Co., USA ) 2 個 個 (DR/2000 direct reading
spectrophotometer, HACH Co., USA) 個 600 nm個
個 COD 好 個
COD COD 個 好
3.4.3
我 550°C (MF40, Channel, Taiwan) 30 個
(Tare, B)個 20 mL 我個 103°C
(DCM45, Channel, Taiwan) 個
( Tare+Dry, A)個 好
TS, g/L = (A – B) × 1000/20 (3-1)
3.4.4
(103°C) 個 550°C 個2
( Tare+Dry, C )個 好
VS, g/L = (A– C) × 1000/20 (3-2)
3.4.5 (TOC)
0.1 g 個 500 mL 個 10 mL 1N (K2Cr2O7)
20 mL 30 個 30 150 mL
10 mL 85% (H3PO4) 0.2 g (NaF) 30 (C6H5NHC6H5)
個 0.5 N 的 (Fe(NH4)2(SO4)2 6H2O) 好
3.4.6 (TKN)
1 mL 個 個 10 mL (H2SO4)個
8 個 個 60
mL個 30 mL 40 mL 個 0.01N
(HCl) 好
(C/N ratio)
3.4.7
個 (Methane, CH4) 個
(Gas chromatograph, -8700T, Taiwan) CH4 好
(Thermal conductivity detector, TCD) Porapaq Q (Supelco,
Inc., MO, USA) 個 (Helium) (Carrier gas)個
30 mL/min個 120 °C個 110°C 75°C個
CH4 個
99.9999% CH4 99.999% CO2
好 (MPR, methane production rate)好
3.5
SAS (9.4 )個
在Analysis of variance, ANOVA有 在Duncan’s new multiple
range test, DMRT有好
ANOVA 個 F
5% 個 * 個 F
個 在
有個 * F 5% 個 **
F 個 DMRT 個
好 個
好 1955 Duncan 個
在 個2010有好
4.1
4-1 個 (C/N ratio) 30個
60好 4-2 個 0-19 (Start-
up)個 20 HRT 12 (T1)個 個 24
個 3 HRT 好 60 HRT 10 (T2)個
個 66 個 3 HRT 好 100 HRT
8 (T3)個 個 104 個 3 HRT 個
130 好
R2 R1 個 (T1-R2) (T2-R2)
(T3-R2) 17 23 26好 R3 30個
個 (T1-R3) (T2-R3)
(T3-R3) 30% 20% 10%好
4-1
AS SM VW
pH 8.5 7.12 4.8
COD (g/L) 54.4 65.9 49.2
TS (g/L) 51.1 50.2 40.3
VS (g/L) 25.2 36.7 41.6
4-2
HRT (days)
Working
Volume(L) C/N ratio VW
Start-up ST 12 0 - 19 - 30 0%
Test 1
T1-R1 12
20-59
6 30 -
T1-R2 12 2.5 17 -
T1-R3 12 2.5 30 30%
Test 2
T2-R1 10
60-99
6 30 -
T2-R2 10 2.5 23 -
T2-R3 10 2.5 30 20%
Test 3
T3-R1 8
100 – 130
6 30 -
T3-R2 8 2.5 26 -
T3-R3 8 2.5 30 10%
4.1.1 R1
R1 6 L個 TS 5% (SM)好 4-1
pH COD TS VS COD TS VS
— 在Gas production rate, GPR有 在Methane production rate, MPR有
在Methane content有 好R1 4-3
個 4-4是4-6 R1 在Steady state有 好
4-1 (ST) 個 0 8 個 10
個 20 個 個 (T1)好
不 個pH 個
個 pH
好 4-1 個 pH 個 T1
6.99 T3 6.62個 pH (ST) 個
T1 T3 個 0.03 個 好
TS 5%個 4-1
COD TS VS 個 4-4 4-5
5% 好
4-1 (HRT) 個 COD TS
VS 好 HRT 12 T1 個 COD TS VS
46.35 g/L 41.69 g/L 25.43 g/L個HRT 10 T2 52.73
g/L 45.55 g/L 27.40 g/L個HRT 8 T3 60.13 g/L 46.87 g/L
27.84 g/L好 個 DMRT 個 T1 T2
T3 COD TS VS 個 T1
T2 個 T3 — COD T1 31.43% T2
20.83%個 T3 9.32% TS T1 15.59% T2 8.21%個
T3 4.50% VS T1 26.43% T2 15.82%個 T3 7.11%好
HRT 個 個
個 個 R3 個
好
HRT 在GPR有個 T1
0.94 L/L/day T2 1.17 L/L/day個 T2 T3 1.19 L/L/day
好 個 DMRT 個T1 T2
T3 個 67.73% 70.01% 71.53%
T1 0.64 L CH4/L/day T2 0.82 L CH4/L/day個 T3 0.85 L CH4/L/day好
4-4 R1 HRT 10 T2 個 0.12 L CH4/g COD added 0.25 L CH4/g VS added好
4-3 R1
Test HRT
(Days)
COD loading rate (g COD/L/day)
VS loading rate (g VS/L/day)
ST-R1 12 5.95±0.19 2.97±0.13
T1-R1 12 5.62±0.28 2.87±0.13
T2-R1 10 6.64±0.18 3.24±0.13
T3-R1 8 8.30±0.10 3.75±0.09
4-4 R1 pH COD
Test HRT
(Days)
pH COD (g/L)
Influent Effluent Influent Effluent COD Removal
Efficiency (%)
ST-R1 12 6.97±0.11 7.23±0.10 71.35±2.27 54.34±4.93 22.89±9.03
T1-R1 12 6.99±0.08 7.12±0.02 67.44±3.41 46.35±2.31 31.43±4.14a
T2-R1 10 6.63±0.15 7.23±0.03 66.37±1.77 52.73±2.98 20.83±3.10 b
T3-R1 8 6.62±0.07 7.25±0.01 66.39±0.81 60.13±1.26 9.32±1.43 c
DMRT α = 0.05
4-5 R1 TS VS
Test HRT
(Days)
TS (g/L) VS (g/L)
Influent Effluent TS Removal
Efficiency (%) Influent Effluent VS Removal Efficiency (%)
ST-R1 12 52.12±1.89 43.89±1.20 16.22±4.40 35.67±1.60 26.66±0.68 25.82±3.94
T1-R1 12 49.15±2.10 41.69±5.73 15.59±4.09 a 34.40±1.55 25.43±0.86 26.43±3.28 a
T2-R1 10 49.51±2.20 45.55±2.73 8.21±2.47 b 32.40±1.28 27.40±1.75 15.82±2.59 b
T3-R1 8 49.04±1.39 46.87±1.20 4.50±1.79 c 30.01±0.70 27.84±0.51 7.11±2.33 c
DMRT α = 0.05
4-6 R1
Test HRT
(Days)
GPR (L/L/day)
Methane content (CH4%)
MPR (L CH4/L/day)
Methane yield - COD (L CH4/g COD added)
Methane yield - VS (L CH4/g VS added)
ST-R1 12 1.07±0.17 60.73±4.82 0.63±0.06 0.11±0.01 0.21±0.01
T1-R1 12 0.94±0.06 b 67.73±2.69 c 0.64±0.03 c 0.11±0.01 b 0.22±0.01 b
T2-R1 10 1.17±0.08 a 70.01±0.78 b 0.82±0.06 b 0.12±0.01 a 0.25±0.02 a
T3-R1 8 1.19±0.04 a 71.53±0.66 a 0.85±0.03 a 0.10±0.004 c 0.23±0.01 b
GPR: Gas production rate, MPR: Methane production rate
DMRT α = 0.05
4.1.2 R2
R2 2.5L 100% R1 R3
4-7
4-2 4-8 4-10
R2 3 R1
pH 10 10 20
(T1)
pH R2 T1 7.18
T3 7.41
(HRT) R1
R2 COD TS VS
T1 37.63 g/L 39.47 g/L 22.88 g/L T2 42.46 g/L 41.96 g/L 22.91 g/L T3 52.01 g/L 44.54 g/L 23.73 g/L
T1 T2 T3 COD 18.56%
19.13% 13.18% DMRT T1 T2 T3
TS 5.69% 8.47%a 5.01% DMRT T1
T3 T2 VS T1 T2 DMRT
10.58% 16.02% T3
14.49% HRT 10
DMRT T1
T2 T3 T1 0.25 L/L/day T2
0.44 L/L/day T3 0.56 L/L/day T1 T2
T3 43.30% 51.24% 53.80%
T1 0.11 L CH4/L/day T2 0.22 L CH4/L/day T3 0.30 L CH4/L/day
COD VS 4-10 R2 T2 T3
T1 COD
0.042 L CH4/g COD added 0.040 L CH4/g COD added VS 0.08 L CH4/g VS added 0.09 L CH4/g VS added
4-7 R2
Test HRT
(Days)
COD loading rate (g COD/L/day)
VS loading rate (g VS/L/day)
ST-R2 12 4.53±0.41 2.22±0.06
T1-R2 12 3.86±0.19 2.12±0.07
T2-R2 10 5.27±0.30 2.74±0.17
T3-R2 8 7.52±0.16 3.48±0.06
4-8 R2
Test HRT
(Days)
pH COD (g/L)
Influent Effluent Influent Effluent COD Removal Efficiency (%)
ST-R2 12 7.23±0.10 7.33±0.07 54.34±4.93 39.09±4.52 30.05±10.9
T1-R2 12 7.12±0.02 7.18±0.04 46.35±2.31 37.63±2.75 18.56±4.62 a
T2-R2 10 7.23±0.03 7.26±0.04 52.73±2.98 42.46±2.06 19.13±4.28 a
T3-R2 8 7.25±0.01 7.41±0.04 60.13±1.26 52.01±1.55 13.18±1.79 b
4-9 R2
Test HRT
(Days)
TS (g/L) VS (g/L)
Influent Effluent TS Removal
Efficiency (%) Influent Effluent VS Removal Efficiency (%) ST-R2 12 43.89±1.20 41.55±1.63 5.63±2.90 26.66±0.68 24.41±1.24 9.11±3.66 T1-R2 12 41.69±1.27 39.47±1.07 5.69±2.61 b 25.43±0.86 22.88±0.63 10.58±2.40 b T2-R2 10 45.55±2.73 41.96±2.53 8.47±1.82 a 27.40±1.75 22.91±1.31 16.02±3.14 a T3-R2 8 46.87±1.20 44.54±0.64 5.01±1.37 b 27.84±0.51 23.73±0.17 14.49±1.83 a
DMRT α = 0.05
4-10 R2
Test HRT
(Days)
GPR (L/L/day)
Methane content (CH4%)
MPR (L CH4/L/day)
Methane yield - COD (L CH4/g COD added)
Methane yield - VS (L CH4/g VS added)
PT-R2 12 0.40±0.14 49.91±3.23 0.20±0.08 0.04±0.01 0.09±0.03
T1-R2 12 0.25±0.02 c 43.30±1.90 c 0.11±0.01 c 0.028±0.004 b 0.05±0.01 b
T2-R2 10 0.44±0.11 b 51.24±0.57 b 0.22±0.06 b 0.042±0.01 a 0.08±0.02 a
T3-R2 8 0.56±0.01 a 53.80±0.51 a 0.30±0.01 a 0.040±0.001 a 0.09±0.002 a
GPR: Gas production rate, MPR: Methane production rate
DMRT α = 0.05
4.1.3 R3
R3 R2 2.5L R1
30 4-11
4-3 4-12 4-14
R2 R3
R3 (ST) R2 3
R2 20
(T1) R3 R2
pH pH T1 T2 T3
30% 20% 10% R3 pH
6.57 6.74 6.75 R3 0.03
T1 7.14 T3 7.31
(HRT) R1
R3 COD TS VS
T1 35.63 g/L 35.72 g/L 20.31 g/L T2 41.26 g/L 39.43 g/L 23.27 g/L T3 46.56. g/L 40.17 g/L 24.22 g/L
T1 T2 T3 DMRT T1
COD 24.06% T2 18.55% T2 T3 18.67%
TS T1 13.50% 11.02% T2 T3
11.49% VS T1 26.35% T2
18.11% T3 14.63%
T1 0.51 L/L/day T2 0.50 L/L/day DMRT
T3 0.59 L/L/day T1 T2
T3 46.20% 55.87% 57.06%
T1 0.23 L CH4/L/day T2 0.28 L CH4/L/day T3 0.34 L CH4/L/day
4-14 R3 T1 T2 T3 COD
0.060 L CH4/g COD added 0.054 L CH4/g COD added
0.047L CH4/g COD added T1 T2 T3 VS 0.10 L CH4/g
VS added
4-11 R3
Test HRT
(Days)
COD loading rate (g COD/L/day)
VS loading rate (g VS/L/day)
ST-R3 12 4.53±0.41 2.22±0.06
T1-R3 12 3.90±0.20 2.28±0.06
T2-R3 10 5.08±0.25 2.85±0.15
4-12 R3
Test HRT
(Days)
pH COD (g/L)
Influent Effluent Influent Effluent COD Removal
Efficiency (%)
ST-R3 12 7.23±0.10 7.30±0.05 54.34±4.93 38.75±1.61 31.44±7.93
T1-R3 12 6.57±0.03 7.14±0.02 46.78±2.35 35.63±2.30 24.06±1.57 a
T2-R3 10 6.74±0.03 7.20±0.03 50.76±2.51 41.26±2.35 18.55±1.78 b
T3-R3 8 6.75±0.01 7.31±0.02 57.44±1.11 46.56±0.97 18.67±1.08 b
DMRT α = 0.05
4-13 R3
Test HRT
(Days)
TS (g/L) VS (g/L)
Influent Effluent Removal
Efficiency (%) Influent Effluent Removal
Efficiency (%)
ST-R3 12 43.89±1.20 40.67±2.05 7.46±4.01 26.66±0.68 23.65±1.18 11.83±3.00
T1-R3 12 41.11±1.06 35.72±1.51 13.50±3.16 a 27.40±0.73 20.31±1.08 26.35±3.01 a
T2-R3 10 44.11±2.17 39.43±1.18 11.02±3.32 b 28.52±1.46 23.27±0.95 18.11±3.98 b
T3-R3 8 45.97±0.97 40.17±1.42 11.49±3.09 b 28.37±0.50 24.22±0.63 14.63±2.80 c
DMRT = 0.05
4-14 R3
Test HRT
(Days)
GPR (L/L/day)
Methane content (CH4%)
MPR (L CH4/L/day)
Methane yield - COD (L CH4/g COD add)
Methane yield - VS (L CH4/g VS add)
ST-R3 12 0.41±0.12 46.99±5.41 0.19±0.05 0.04±0.01 0.09±0.02
T1-R3 12 0.51±0.01 b 46.20±2.43 c 0.23±0.01 c 0.060±0.01 a 0.10±0.01 a
T2-R3 10 0.50±0.03 b 55.87±1.88 b 0.28±0.02 b 0.054±0.01 b 0.10±0.01 a
T3-R3 8 0.59±0.01 a 57.06±0.53 a 0.34±0.01 a 0.047±0.001 c 0.10±0.003 a
DMRT = 0.05
4.1.4 R2 R3
4-4 4-15 R2 R3 4-4
T1 HRT 12 R1
T1 R2 COD TS VS T1
R3 T2 T3 R2
R2 T1
HRT 12
R3
4-4 T1 30% R3
VS 15.77%
10%
HRT 10 T2 R1
R2 R3
20% R3
R2 R2
T3 HRT 8 R2
10% R3
R2 R3
R3 R2 T1
R2 DMRT
T1-R3 MPR
T1-R2 R2 R3
COD Methane yield T1-R3
0.060 L CH4/g COD added T2-R3 0.054 L CH4/g COD added R3 T3-R3 0.047 L CH4/g COD
added R2 T2-R2 0.042 L CH4/g
COD added T3-R2 0.040 L CH4/g COD added T1-R2 0.028 L CH4/g CODadded
4-15 R2 R3
Test
F value T1-R2 T1-R3 T2-R2 T2-R3 T3-R2 T3-R3
HRT=12d HRT=12d HRT=10d HRT=10d HRT=8d HRT=8d
RCOD (%) 21.64** 18.56 b 24.06 a 19.13 b 18.55 b 13.18 c 18.67 b
RTS (%) 25.90** 5.69 d 13.50 a 8.47 c 11.02 b 5.01 d 11.49 b
RVS (%) 63.71** 10.58 d 26.35 a 16.02 c 18.11 b 14.49 c 14.63 d
GPR (L/L/day) 110.2** 0.25 d 0.51 b 0.44 c 0.50 b 0.56 a 0.59 a
MPR (L CH4/L/day) 166.9** 0.11 e 0.23 d 0.22 d 0.28 c 0.30 b 0.34 a
Methane content (%) 197.6** 43.30 f 46.20 e 51.24 d 55.87 b 53.80 c 57.06 a
Methane yield – COD
(L CH4/g COD added) 58.02** 0.028 e 0.060 a 0.042 cd 0.054 b 0.040 d 0.047 c
Methane yield – VS
(L CH4/g VS added) 48.14** 0.05 c 0.10 a 0.08 b 0.10 a 0.09 b 0.10 a
RCOD: COD removal efficiency, RTS: TS removal efficiency, RVS: VS removal efficiency, GPR: Gas production rate, MPR: Methane production rate
ANOVA * —— * : p<0.05 5% , ** : p<0.01 1%
4.2
HRT = 5
Start-up 4-16
4 CSTR ——A1 A2
A Test 4 Test 5 Test 7 0%
20% 33.3% B1 B2 B Test 4 Test 6 Test 8
0% 25% 50% Test8
pH Test 8
3 HRT
4-17 0-30 Test 4
(Start-up) 16 30
31 A Test 5 20%
B Test 6 25% A 37
B 39 3 HRT 57 A
Test 7 33.3% B Test 8
4-16
AS SM VW
pH 8.5 7.12 4.4
COD (g/L) 58.4 65.9 59.4
TS (g/L) 56.1 50.2 50.3
VS (g/L) 22.2 36.7 41.6
AS: Anaerobic sludge SM: Swine manure
VW : (Vegetable wastes)
4-17
Test VW
Test 4
T4-A1 0%
0-30 0-16 17-30
T4-A2 0%
T4-B1 0%
T4-B2 0%
Test 5 T5-A1 20%
31-56 31-36 37-56
T5-A2 20%
Test 6 T6-B1 25%
31-56 31-38 39-56
T6-B2 25%
Test 7 T7-A1 33.3%
57-80 57-62 63-80
T7-A2 33.3%
Test 8 T8-B1 50%
57-80 66 --
T8-B2 50%
VW : (Vegetable wastes)
4.2.1 Test 4 –
Test 4 COD VS
13.36g COD/L/day 7.15g VS/L/day 4-18 4-20 Test 4
4-5 4-6 T4
16 30
Test 4 COD TS VS
55.96~57.49 g/L 43.04~44.51 g/L 31.18~31.75 g/L COD TS VS 14.98~17.28% 13.18~15.94% 11.45~13.04% GPR MPR
COD VS 1.64~1.75 L/L/day
0.99~1.11 L CH4/L/day 0.07~0.08 L CH4/g COD added 0.14~0.15 L CH4/g VS added A2
16 30
4-18 Test 4
VW: vegetable wastes,
DMRT α = 0.05
Test
VW Comtent
(%)
pH COD (g/L)
Influent Effluent Influent Effluent COD Removal
Efficiency (%) T4-A1
0 7.13
7.10±0.01
66.81
56.24±3.87 16.88±1.99 a
T4-A2 7.11±0.01 57.49±3.19 14.98±1.53 b
T4-B1 7.11±0.01 55.96±3.75 17.28±2.47 a
T4-B2 7.11±0.01 56.92±4.89 15.93±3.51 a
T4-Avg 0 7.13 7.11 66.81 56.65 16.27
4-19 Test 4
VW: vegetable wastes
DMRT α = 0.05
Test
VW Comtent
(%)
TS (g/L) VS (g/L)
Influent Effluent TS Removal
Efficiency (%) Influent Effluent VS Removal Efficiency (%) T4-A1
0 51.34
43.04±1.62 15.94±3.47 a
35.76
31.18±0.93 13.04±1.13 a
T4-A2 44.51±2.61 13.18±2.22 b 31.64±0.88 11.74±1.01 bc
T4-B1 43.72±1.54 14.63±2.97 ab 31.44±0.90 12.31±1.57 ab
T4-B2 44.14±1.97 13.84±2.97 b 31.75±0.79 11.45±0.81 c
T4-Avg 0 51.34 43.85 14.40 35.76 31.50 12.14
4-20 Test 4
Test VW Content (%)
GPR (L/L/day)
Methane content (CH4%)
MPR (L CH4/L/day)
Methane yield - COD (L CH4/g COD add)
Methane yield - VS (L CH4/g VS add) T4-A1
0
1.68±0.06b 62.21±1.08ab 1.04±0.05b 0.078±0.002b 0.15±0.006b
T4-A2 1.64±0.07b 60.54±1.23c 0.99±0.04c 0.074±0.004c 0.14±0.007c
T4-B1 1.75±0.09a 61.63±0.87bc 1.08±0.05a 0.081±0.003a 0.15±0.005a
T4-B2 1.75±0.13a 63.23±0.69ab 1.11±0.07a 0.083±0.004a 0.15±0.008a
T4-Avg 0 1.70 61.90 1.06 0.08 0.15
VW: Vegetable wastes, GPR: Gas production rate, MPR: Methane production rate
DMRT = 0.05
4.2.2 Test 5 – Test 7
Test 5 – Test 7 4-21
4-22 4-24 Test 5 – Test 7
4-5 T5 37
37 56 T5 T6 39
39 56 T6 T7 63
63 80 T7
4-21 T5 T6 T7
Test VW content (%)
COD loading rate (g COD/L/day)
VS loading rate (g VS/L/day)
T5 20 12.87±0.28 7.17±0.24
T6 25 12.86±0.22 7.25±0.28
T7 33.3 13.58±0.08 7.31±0.07
T5 T6 T7 pH COD 4-22 T5
A A1 A2 T4 0% 20% pH
pH 6.64 pH T4 7.11 6.83 T6
B B1 B2 25% pH 6.61
pH 6.81 T7 T5 A
33.3% pH 6.45 pH T5 6.83
T5 COD 64.3 g/L COD 53.41 g/L A1 A2
COD 16.65% 17.24% Duncan’s T6
COD 64.41 g/L COD 55.05 g/L B1 B2 COD
14.7% 13.93% T5 T7 COD
67.97 g/L COD 58.46 g/L A1 A2 COD 13.92%
13.77% T6 COD
4-22 T5 T6 T7 pH COD
Test
VW Comtent
(%)
pH COD (g/L)
Influent Effluent Influent Effluent Removal Efficiency
(%) T5-A1
20 6.64 6.82±0.02
64.3 53.60±0.97 16.65±1.07a
T5-A2 6.83±0.02 53.22±0.77 17.24±0.88a
T5-Avg 20 6.64 6.83 64.3 53.41 16.95
T6-B1
25 6.61 6.81±0.02
64.41 54.80±0.58 14.7±0.87b
T6-B2 6.80±0.02 55.30±0.82 13.93±0.62b
T6-Avg 25 6.61 6.81 64.41 55.05 14.32
T7-A1
33.3 6.45 6.83±0.01
67.97 58.41±0.21 13.92±0.52b
T7-A2 6.82±0.01 58.51±0.26 13.77±0.67b
T7-Avg 33.3 6.45 6.83 67.97 58.46 13.85
VW: Vegetable wastes
DMRT α = 0.05
T5 T6 T7 TS VS 4-23 T4-T7 TS
50 g/L T5 TS 50.63 g/L TS 44.03 g/L
A1 A2 TS 12.35% 14.19% A2 A1
T6 TS 50.62 g/L TS 45.45 g/L B1 B2 TS
11.64% 9.77% T5 T7 TS
50.29 g/L TS 44.74 g/L A1 A2 TS 11.19%
10.55% T6 TS
VS VS
VS T5
VS 35.65 g/L VS 31.72 g/L A1 A2 VS
10.56% 12.9% A2 A1 T6 VS 35.77
g/L VS 32.97g/L B1 B2 VS 9.02% 8.61%
T5 T7 VS 36.56 g/L VS 33.22 g/L
A1 A2 VS 9.08% 8.86% T6 VS
4-23 T5 T6 T7 TS VS
Test
VW Comtent
(%)
TS (g/L) VS (g/L)
Influent Effluent Removal
Efficiency (%) Influent Effluent Removal Efficiency (%) T5-A1
20 50.63 44.49±0.91 12.35±0.47 bc
35.65 32.14±1.09 10.56±0.37b
T5-A2 43.56±0.84 14.19±0.51a 31.29±0.97 12.9±0.63a
T5-Avg 20 50.63 44.03 13.27 35.65 31.72 11.73
T6-B1
25 50.62 44.98±0.83 11.64±0.61cd
35.77 32.89±1.02 9.02±0.47c
T6-B2 45.92±0.65 9.77±0.48d 33.04±1.03 8.61±0.49c
T6-Avg 25 50.62 45.45 10.71 35.77 32.97 8.82
T7-A1
33.3 50.29 44.58±0.44 11.19±0.95cd
36.56 33.18±0.47 9.08±0.63c
T7-A2 44.9±0.52 10.55±1.05cd 33.26±0.39 8.86±0.49c
T7-Avg 33.3 50.29 44.74 10.87 36.56 33.22 8.97
VW: vegetable wastes
DMRT α = 0.05
T5 T6 T7 4-24
T5 T6 T7
T5 A2 A1 A1 A2
1.44 L/L day 1.53 L/L day 50.47% 52.19 %
0.73 L CH4/L day 0.80 L CH4/L day COD 0.06 L CH4/g
COD added VS 0.11 L CH4/g VS added
T6 B1 B2
1.31 L/L day 1.30 L/L day 49.48% 50.46%
0.65 L CH4/L day 0.66 L CH4/L day COD 0.05 L CH4/g COD added VS 0.09 L CH4/g VS added
T7 A1 A2
1.21 L/L day 1.20 L/L day 44.39% 44.73%
0.54 L CH4/L day COD 0.04 L CH4/g COD added VS 0.07 L CH4/g VS added
4-24 T5 T6 T7
Test VW
Content (%)
GPR (L/L/day)
Methane content (CH4%)
MPR (L CH4/L/day)
Methane yield - COD (L CH4/g COD added)
Methane yield - VS (L CH4/g VS added) T5-A1
20 1.44±0.01b 50.47±1.09b 0.73±0.02b 0.06±0.002b 0.10±0.006b
T5-A2 1.53±0.04a 52.19±0.67a 0.80±0.03a 0.06±0.003a 0.11±0.001a
T5-Avg 20 1.49 51.33 0.77 0.06 0.11
T6-B1
25 1.31±0.01c 49.48±1.21c 0.65±0.01c 0.05±0.001c 0.09±0.004c
T6-B2 1.30±0.01c 50.46±1.05bc 0.66±0.01c 0.05±0.002c 0.09±0.005c
T6-Avg 25 1.31 49.97 0.66 0.05 0.09
T7-A1
33.3 1.21±0.02d 44.39±0.74d 0.54±0.01d 0.04±0.002d 0.07±0.003d
T7-A2 1.20±0.02d 44.73±1.19d 0.54±0.02d 0.04±0.002d 0.07±0.003d
T7-Avg 33.3 1.21 44.56 0.54 0.04 0.07
VW: Vegetable wastes, GPR: Gas production rate, MPR: Methane production rate
DMRT α = 0.05
4.2.3 Test 4 – Test 7
4-7 Test 4 ~ Test 7 0% 20% 25% 33.3%
4-25 T4 ~ T7
ANOVA * T4
T7 10 * F 5%
10 ** F 1% 4-26
F Duncan
pH 0% 7.11 20% 6.83
25% 33.3% T6 T7 6.81 6.83 T8
pH pH 6.81
COD TS VS 0% 20%
25% 33.3% 25%
COD 16.27% 16.95% 14.32% 13.85% TS
14.40% 13.27% 10.71% 10.87% VS 12.14% 11.73% 8.82%
8.97%
T4 T7 1.71 L/L/day 1.49 L/L/day
1.31 L/L/day 1.21 L/L/day 61.90% 51.33% 49.97% 44.56%
1.06 L/L/day 0.77 L/L/day 0.66 L/L/day 0.54 L/L/day COD 0.08 0.06 0.05 0.04 L CH4/g COD added VS
0.15 0.11 0.09 0.07 L CH4/g VSadded
4-25 T4 T7
Test
F value T4-A1 T4-A2 T4-B1 T4-B2 T5-A1 T5-A2 T6-B1 T6-B2 T7-A1 T7-A2
VW = 0% VW = 20% VW = 25% VW = 33.3%
RCOD (%) 8.67** 16.9a 15.0bc 17.3a 15.9ab 16.6a 17.2a 14.6bc 13.8a 13.9c 13.8c
RTS (%) 11.18** 15.9a 13.2bc 14.6ab 13.8bc 12.2cd 14.1b 11.3de 9.7e 11.3de 10.7de
RVS (%) 49.2** 13.0a 11.7bc 12.3ab 11.5c 10.5d 12.9a 9.1e 8.6e 9.0e 8.7e
GPR (L/L/day) 123.25** 1.67b 1.64b 1.75 a 1.75a 1.44d 1.53c 1.32e 1.31e 1.23f 1.20f
MPR
(L CH4/L/day) 315.29** 1.04b 0.99c 1.08a 1.11a 0.73e 0.80d 0.65f 0.65f 0.55g 0.54a Methane content
(CH4%) 305.7** 62.2ab 60.5c 61.6bc 63.2a 50.3e 52.4d 49.0f 49.9ef 44.5g 45.0g
Methane yield – COD (L CH4/g COD add)
377.26** 0.078b 0.075c 0.081a 0.083a 0.051e 0.056d 0.050f 0.051f 0.040g 0.040g Methane yield – VS
(L CH4/g VS add) 357.42** 0.146b 0.139c 0.151ab 0.155a 0.101e 0.112d 0.089f 0.09f 0.075g 0.074g RCOD: COD removal efficiency, RTS: TS removal efficiency, RVS: VS removal efficiency, GPR: Gas production rate, MPR: Methane production rate
ANOVA * —— * : p<0.05 5% , ** : p<0.01 1%
4.4
4-26 T1-R1 T2-R1 T3-R1 T4-Avg(Avg A1 A2 B1 B2
) TS 50 g/L HRT
GPR MPR
HRT 10 VS HRT 5
MPR
4-26 HRT 12 10 8 5
Test HRT (Days)
Working Volume
(L)
OLR (g VS/L/day)
GPR (L/L/day)
Methane content (CH4%)
MPR (L CH4 /L/day)
Methane yield
(L CH4/g VS added)
T1-R1 12 6 2.28 0.94 67.73 0.64 0.22
T2-R1 10 6 2.85 1.17 70.01 0.82 0.25
T3-R1 8 6 3.55 1.19 71.53 0.85 0.23
T4-Avg 5 3 7.15 1.70 61.90 1.06 0.15
4.5
4-
27 /
/
GPR MPR Mazareli App. 1-4
11.0 g COD/L/d VW 30% 5.2 g COD/L/d VW 20%
70% 30%
HRT 39 L
HRT
4-27
Material Operational conditions Influent Effluent Biogas
Ref.
Co-substrates Ratio OLR
(g COD/L/d)
OLR
(g VS/L/d) HRT COD
(%)
VS (%)
COD removal efficiency(%)
VS removal
efficiency(%) pH GPR
(L/L/day)
MPR (L CH4/L/day)
CH4
(%)
SM:VW 67:33 13.58 7.31 5 6.8 3.7 13.85 8.97 6.8 1.21 0.54 45 This Study
SCSSW&SCSM
: FVW 67:33 - 0.13 30 - 4 - 52.4 7.4 0.08 0.04 56 App.1-2
SM:VW 70:30 11.0 - 2 2.2 17.1 - 7.4 1.86 1.08 58 App.1-4
SM:VW 70:30 4.1 - 4.5 2.2 93.3 - 7.8 0.03 0.01 33 App.1-4
SM:VW 70:30 0.2 - 6.5 2.2 96.2 - 7.9 0.01 0.01 71 App.1-4
SM:VW 75:25 12.86 7.25 5 6.4 3.6 14.32 8.82 6.8 1.31 0.66 50 This Study
SM: CS 75:25 - 3.84 16 - 6.14 - 46.4 7.1 1.17 0.79 67.3 App.1-1
SM:VW 80:20 12.87 7.17 5 6.4 3.6 16.95 11.73 6.8 1.49 0.77 51 This Study
SM:VW 80:20 5.2 - 2 1.1 34.4 - 7.3 1.41 0.99 70 App.1-4
SM:VW 80:20 3.1 - 4.5 1.1 89.6 - 7.5 0.40 0.30 75 App.1-4
SM:VW 80:20 0.2 - 6.5 1.1 94.1 - 7.3 0.03 0.02 73 App.1-4
SCSSW&SCSM
: FVW 83:17 - 0.13 30 - 4 - 54.2~67.3 7.7 0.07~
0.08 0.04 51~53 App.1-2 CS: corn stover
FVW: fruit and vegetable wastes SCSM: solid cattle and swine manure
SCSSW: solid cattle and swine slaughterhouse wastes SM: swine manure
5.1
1.
30%
HRT 12 OLR 3.90 g COD/L/day Methane yield 0.06 L CH4/g CODadded
0.03 L CH4/g CODadded
2.
33.3% pH 6.83 COD VS OLR 13.58 g
COD/L/day 7.31 g VS/L/day 13.85% 8.97 Methane yield
0.04 L CH4/g CODadded 0.07 L CH4/g VSadded
5.2
1. HRT 12 30%
1 30% HRT 10
HRT 10 8 5
2 HRT 12 33% 45% 50%
67% 75%
2.
33.3% pH
3. HRT
HRT
2013
2016 105 46 237-324
2015 103
2015 103
2015 103
2012
2015 104 105
2015
2010 36-74
2008
2016 2015
2001
2008 81(5):29-38
2008 96
2015
http://www.tapmc.com.taipei/price6.html 2015.4.5
Alvarez, R., G. Lidén. 2008. Semi-continuous co-digestion of solid slaughterhouse waste, manure, and fruit and vegetable waste. Renewable Energy. 33(4): 726-734.
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Comino, E., M. Rosso, and V. Riggio. 2010. Investigation of increasing organic loading rate in the co-digestion of energy crops and cow manure mix. Bioresource Technology.
101(9): 3013-3019.
Esposito, G., L. Frunzo, A. Giordano, F. Liotta, A. Panico, and F. Pirozzi. 2012.
Anaerobic co-digestion of organic wastes. Reviews in Environmental Science and Bio/Technology. 11 (4): 325-341.
Fujita, M., J.M. Scharer, M. Moo-Young. 1980. Effect of corn stover addition on the anaerobic digestion of swine manure. Agric Wastes. 2:177–184.
Hawkes, D. L. 1980. Factors affecting net energy production from mesophilic anaerobic digestion. Straford DA, Wheatley BI, Hughes DE (eds) Anaerobic digestion. 131-150.
Kafle, G.K., S.H. Kim. 2013. Anaerobic treatment of apple waste with swine manure for biogas production: Batch and continuous operation. Applied Eng. 103: 61-72.
Khalid, A., M. Arshad. M. Anjum, T. Mahmood, and L. Dawson. 2011. The anaerobic digestion of solid organic waste. Waste Management. 31(8): 1737-1744.
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Technology. 74(1): 3-16.
Mazareli, R.C.S., R.M. Duda, V.D. Leite, R.A. Oliveira. 2016. Anaerobic co-digestion of vegetable waste and swine wastewater in high-rate horizontal reactors with fixed bed.
Waste Management. 52: 112-121.
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Performances of anaerobic co-digestion of fruit and vegetable waste and food waste:
Single-phase vs. two-phase. Bioresource Technology. 144:80–85.
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Wang G. 2009. Biogas production from energy crops and agriculture residues.
Dissertation. Technical University of Denmark.
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Bioresource Technology. 101: 4042-4047.
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1-1 Fujita et al., 1980
Material Operational conditions Influent Effluent Biogas
Co-substrates ratio Working Volume (L)
OLR (g VS/L/day)
RT
(days) pH VS (%) C/N VS removal
efficiency (%) pH Methane yield (L CH4/g VS add)
CH4
(%)
Pig manure: corn stover 75:25 30 3.84 16 6.6 6.14 10.3 46.4% 7.1 0.205 67.3
39°C conical, cylinder-type digester with an internal diameter of 23 cm, a circulation pump, a temperature controller
1-2 Alvarez and Lidén, 2008
Material Operational conditions Influent Effluent Biogas
Co-substrates Ratio (wet weight basis) Reactor OLR(g VS/L/d) HRT VS(%) C/N VS removal efficiency(%) pH Methane Yield
(L CH4/g VS added) CH4%
SCSSW : SCSM :
FVW : (Dilution)
2:2:3:93
35 °C 2 L semi- continuously
stirred stainless steel
digesters V=1.8 L
0.31 30 0.9 5.1 8.7 7.4 0.25 52
8:7:11:74 1.31 30 3.9 5.1 52.4 7.4 0.32 56
15:12:20:54 2.03 30 6.1 5.1 51.8 7.7 0.26 55
8:7:11:74 3.80 10 3.8 5.2 47.1 6.7 0.12 44
1:1:1:97 0.14 30 0.4 5.2 9.3 7.4 0.14 59
8:7:11:74 0.78 50 3.9 5.1 67.6 8.1 0.31 54
25:0:0:75 0.49 70 3.4 5.1 60.4 7.7 0.34 55
Ratio (VS basis)
100:0:0
0.13 30 4
3.4 34.5 7.7 0.06 45
0:100:0 8 38.8 7.4 0.21 56
0:0:100 9.3 19.2 4.4 0.002 2
50:50:0 4.8 51.7 7.7 0.26 57
0:50:50 8.3 56.6 7.4 0.32 50
50:0:50 4.4 53.8 5.3 0.04 25
33:33:33 5.1 52.4 7.4 0.32 56
67:17:17 4 67.3 7.7 0.27 51
17:67:17 6.3 54.2 7.8 0.32 53
17:17:67 6.6 67.4 7.8 0.35 51
SCSSW solid cattle and swine slaughterhouse wastes composed of 57.1% rumen, 33.5% blood, and 9.4% pig's paunch wastes. SCSM solid cattle and swine manure, 71% cattle manure, and 29% swine manure. FVW fruit and vegetable wastes. (14% Orange, 9.2% Banana, 8.6% Grapefruit, 7.5% Locoto, 6.4%
1-3 Kafle et al, 2013
Material Operational conditions Influent Effluent Biogas
Co-
substrates ratio Reactor Substrate loading (g VS/L)
HRT
(days) pH VS
(%) C/N COD removal
efficiency(%) pH Methane yield
(L CH4/g TCOD added) CH4
(%)
AW:SM
100:0 36.5°C Batch test 1.2 L glass bottles
WV=0.8L
2.5 - 8.22 13 28.1 79 7.77 0.25 49
0:100 2.5 - 8.25 3.85 2.7 84 7.9 0.27 81
0:100 36.5 Batch test 2.3 L glass bottles
WV=1.8L
5.0 - 8.2 3.85 2.7 81 7.77 0.26 76
33:67 5.0 - 8.25 6.87 11.1 83 7.8 0.27 67
OLR(g VS/L/d) 25:75
36-38°C Continuous test
5.5 L CSTR WV=4.5 L
1.0
30
- 6.14 9.05 - 7.85 0.24 76
25:75 1.0 - 6.14 9.05 - 7.76 0.20 76
25:75 1.4 - 6.14 9.05 - 7.37 NA NA
25:75 1.6 - 6.14 9.05 - 7.56 0.15 74
33:67 1.6 - 6.87 11.1 - 7.82 0.14 76
33:67 1.6 - 6.87 11.1 - 7.81 0.19 79
50:50 1.7 - 8.43 15.4 - 7.13 0.05 44
AW : Apple waste SM : Swine manure
1-4 Mazareli et al., 2016
Material Operational conditions Influent Effluent Biogas
Co-substrates ratio Working volume (L)
OLR (g COD/L/day)
HRT
(days) pH COD
(g/L) COD/N
COD removal
efficiency (%) pH
MPR (L CH4/ g CODadded)
CH4
(%)
SW : VW
100 : 0
39 5.5 2
6.8 11 18.1
62.6 7.4 0.11 80
86.5 0.9 4.5 95.1 7.2 0.14 83
128.9 0.1 6.5 96.6 7.4 0.1 81
90 : 10
39 4.0 2
5.7 8 13.9
16 7.2 0.16 73
86.5 1.5 4.5 92.7 7.3 0.13 77
128.9 0.1 6.5 95.3 7.4 0.2 82
80 : 20
39 5.2 2
5.7 11 22.5
-34.4 7.3 0.19 70
86.5 3.1 4.5 89.6 7.5 0.098 75
128.9 0.2 6.5 94.1 7.3 0.1 73
70 : 30
39 11.0 2
5.2 22 27.4
17.1 7.4 0.098 58
86.5 4.1 4.5 93.3 7.8 0.024 33
128.9 0.2 6.5 96.2 7.9 0.05 71
high-rate horizontal anaerobic reactors with fixed bed (HAFB) : totally filled with bamboo rings as biomass immobilization. The bamboo rings with 75%
empty space provided the support medium for fixed bed.
SW: swine wastewater
VW: vegetable waste (70% tomato and 30% banana)