Bioresource Technology 104 (2012) 37–43
Contents lists available at SciVerse ScienceDirect
Bioresource Technology journal homepage: www.elsevier.com/locate/biortech
Acetate and propionate impact on the methanogenesis of landfill leachate and the reduction of clogging components S. Lozecznik a,⇑, R. Sparling b, S.P. Clark a, J.F. VanGulck c, J.A. Oleszkiewicz a a
University of Manitoba, Department of Civil Engineering, Winnipeg, Canada MB R3T 5V6 University of Manitoba, Department of Microbiology, Winnipeg, Canada MB R3T 2N2 c Chief Technical Officer, ARKTIS Solutions Inc., 117 Loutitt St., Yellowknife, Canada X1A 3M2 b
a r t i c l e
i n f o
Article history: Received 23 June 2011 Received in revised form 27 September 2011 Accepted 28 September 2011 Available online 8 October 2011 Keywords: Leachate treatment Clogging Acetate and propionate in landfill leachate Biogas Methanogens and synthrophs
a b s t r a c t Synthetic leachate with different initial concentrations of acetate (500–2500 mg HAc/L) and propionate (500–3500 mg HPr/L) was treated with active biomass acclimated to landfill leachate under anaerobic mesophilic conditions for 72 h. Methanogenesis was observed within all samples during the first 48 h. The greatest removal of acetate (80–100%) and propionate (15–35%) was achieved in tests with initial concentrations ranging from 1500 to 1900 mg HAc/L and from 1000 to 1800 mg HPr/L. Concurrent with the removal of acids, pH increased between 0.3 and 0.45 units, to above the threshold pH for precipitation of CaCO3. Therefore, some 50–70% of dissolved Ca2+ was removed from solution. This study suggests that by using an equalization tank (prior to the anaerobic digester) to maintain the acetate and propionate concentrations to within their optimum range would help to alleviate clogging through the removal of dissolved Ca2+ and maximizing CH4 production. Ó 2011 Elsevier Ltd. All rights reserved.
1. Introduction Leachate recirculation in bioreactor landfills is a landfill management strategy that has been employed to enhance biological degradation of organic refuse and waste settlement, while enhancing methane production, and reducing off-site leachate treatment. Recirculation involves collection of leachate at the base of the landfill and injecting it back into the waste cell, thus enhancing the biological activity of microorganisms by increasing the refuse moisture (Reinhart and Townsend, 1997). Field studies of leachate collection and injection systems have observed that pipes transmitting leachate can experience significant amounts of clogging over time impairing the hydraulic performance, operation and service life of the bioreactor landfill (Brune et al., 1991; Turk et al., 1997; Fleming et al., 1999; Manning, 2000; Maliva et al., 2000; Yazdani et al., 2002; Bouchez et al., 2003; O‘Brien, 2010). Based on the extensive body of research of clogging in leachate collection systems (Rowe et al., 2004), clogging is mainly produced by a combined effect of (1) suspended and attached (biofilm) microbial fermentation of volatile fatty acids (VFA), mainly acetate, propionate and butyrate, producing carbonic acid (H2CO3) and (2) CO2 degassing from the leachate, both causing changes in pH. The clog material has been reported ⇑ Corresponding author. Address: 15 Gilson Street E1-246, University of Manitoba, Winnipeg, Canada MB R3T 5V6. Tel.: +1 204 474 9320; fax: +1 204 474 7513. E-mail address:
[email protected] (S. Lozecznik). 0960-8524/$ - see front matter Ó 2011 Elsevier Ltd. All rights reserved. doi:10.1016/j.biortech.2011.09.123
to be primarily composed of a very hard mineral encrustation (mainly Ca2+ carbonate minerals), the accumulation of inert suspended solids (ISS), soil particles, biological material and in situ biofilm development. In addition, the adhesive properties of extrapolymer saccharides (EPS) help retain the suspended particles at the biofilm surface, contributing significantly to the overall mass of the biofilm (Flemming et al., 2000) or clogging. Given that the design and operation of current bioreactor landfills around the world have no control over leachate composition, uncontrolled biofilm growth is expected to occur. Therefore, limiting the influent acetate, propionate and butyrate concentrations through leachate methanogenesis prior to recirculation may limit biofilm growth and clog formation within the pipelines. Although anaerobic digestion has been demonstrated to be the most efficient technology for the treatment of high strength organic landfill leachate (Ye et al., 2011; Kheradmand et al., 2010; Montusiewicz and Lebiocka, 2011; Liu et al., 2011), most of the leachate digestion studies have used total COD and VFA content as the operational parameters to measure the effectiveness of the treatment performance (Timur and Özturuk, 1999; Taconi et al., 2008; Nayono et al., 2010; Montusiewicz and Lebiocka, 2011; Liu et al., 2011). In addition, landfill leachates from different landfills around the world and its changes in composition over time have been mainly documented using the same parameters (Kjeldsen et al., 2002; Rowe et al., 2004). There are only a few reports from some landfills in Europe and North America where individual VFA were sampled, as shown in Table 1.
38
S. Lozecznik et al. / Bioresource Technology 104 (2012) 37–43
Table 1 Leachate composition of acetate, propionate and butyrate from landfills in Europe and North America. Source
Acetate (mg HAc/L)
Hoeks and Borst (1982) Cooke et al. (2005) Lozecznik et al. (2010) Personal sampling Nedwell and Reynolds (1996) Owen and Manning (1997) Owen and Manning (1997) Chian (1977)
Propionate (mg HPr/L)
1230–10,800 3533–4010 510–2137 2000–7500 4560–16,860 390–4580 0–960 1748
470–4390 4125–4475 171–178 170–700 2664–5550 1070–2350 0–480 509
Butyrate (mg HBu/L)
Landfill a
1210–9810 598–738 154–622 600–4100 370–1760 0–1730 0–470 3075
na Keele valley Brady road Summit road Bell house pit Arpley Maw green naa
Country Netherlands Canada (ON) b Canada (MB) c Canada (MB) c, Englandd Englandd Englandd US (IL)
d
Samples collected from the same landfill well during 1993 and 1994. a na: not available. b Standard deviation values for acetate, propionate and butyrate are 1699–1521, 1652–1497 and 458–558 of leachate collected during the performance of this study. c Samples collected from the same landfill well during 2008. d Impounded leachate from a semi-capped landfill cell.
Thauer et al. (1977) and Rittmann and McCarty (2001) suggested that the syntrophic degradation of fatty acids (e.g. propionate degraders) is often the rate limiting step of methanogenesis in biological reactors. Lozecznik et al. (2010) observed that methanogenesis of leachate was greater at 2137 mg/L (35.6 mmol/L) of acetate, than at 510 mg/L (8.5 mmol/L) of acetate (both at low propionate concentration <178 mg HPr/L (2.4 mmol/L)). However, higher VFA concentrations have been reported to hinder methanogenesis, and the most common explanation for reactor failure at lower operating pH is related to the concentration of un-dissociated fatty acids, particularly propionic acid (Taconi et al., 2008). James et al. (1998) suggested that the concentration of acetate of 6000 mg/L (100 mmol/L) and propionate of 7400 mg/L (100 mmol/L) have an inhibitory effect on the onset of methanogenesis and butyrate oxidation, rather than the measured pH values themselves. An understanding of the principal factors controlling and affecting the activity of the microorganisms involved in the fermentation of acetate and propionate could assist with maximizing VFA removal prior to recirculation, thus limiting clog formation in the bioreactor landfill. The possible inhibitory effects of different initial acetate and propionate concentrations on methanogenesis and the removal of Ca2+ using a synthetic leachate under anaerobic and mesophilic conditions were therefore tested. Finding the optimum range of acetate and propionate concentrations will help to define the optimum influent loads for an on-site anaerobic digester that can be used to maximize methanogenesis and reduce dissolved Ca2+. Removing dissolved Ca2+ prior to injection would help to minimize the potential precipitation of CaCO3 as inorganic clogging within the injection pipes.
2. Methods The biomass used in this study was collected from the anaerobic sequencing batch reactor (ASBR) used by Lozecznik et al. (2010), where the biomass was acclimated in the ASBR with land-
fill leachate at a hydraulic retention time (HRT) of 24 h and solid retention time (SRT) of 40 days. The total suspended solids (TSS) concentration in the biomass was approximately 100 g/L at 24% of VSS. The synthetic leachate was prepared following the formula used by VanGulck and Rowe (2004) that emulated the leachate characteristics of the Keele Valley Landfill in Ontario, Canada, collected between June and August 1993. This solution consisted mainly of acetate, propionate and butyrate (0.12 M, 0.067 M and 0.01 M, respectively), various salts and a trace metal solution. Past studies of clogging in drainage material (VanGulck et al., 2003; Cooke et al., 2005) had tested synthetic and real leachate from Keele Valley Landfill at an approximate molar ratio of 1:1 for acetate and propionate. From Table 1, several molar ratios are reported from different landfills around the world, so testing different acetate to propionate concentration values and molar proportions will represent closely to what occurs in field conditions. This laboratory study was performed using Balch tubes (Bellco Glass Co.) with a working volume of 27 mL, containing 5 mL of media (synthetic leachate) and 5 mL of inoculum (biomass). The final VFA concentration of the medium tested (leachate and biomass) was expected to change as equal volume of synthetic leachate and biomass were digested, and are shown in Table 2. Butyrate was maintained constant at 25 mmol/L. A total of 12 Balch tubes were prepared for each of the leachate combinations, sampling three Balch tubes (triplicate) each at times 0, 24, 48 and 72 h after the anaerobic digestion cycle. Due to the amount of tubes assessed, this study was conducted over two consecutive weeks. During the first week, tests 1, 2 and 3 were completed (higher acetate than propionate concentration values) and during the second week tests 4, 5 and 6 were finished. Test 3 and 4 contained roughly the same acetate and propionate concentration values to compare the reproducibility of the results, as shown in Table 2. Each tube was tested for pH, acetate, propionate and butyrate concentrations at 0, 24, 48 and 72 h. Biogas content (CO2 and CH4) was tested at 24, 48 and 72 h was measured from the gas phase. An initial leachate pH of seven was chosen to ensure that
Table 2 Average (l) and standard deviation (r) of measured acetate, propionate and butyrate concentrations, pH and approximate acetate to propionate molar ratio of the test media at T = 0 h from tests 1 to 6 after inoculation. Test
Acetate ([mg HAc/L])
Propionate ([mg HPr/L])
#
l
r
l
r
1 2 3 4 5 6
2389 1831 1527 1387 1124 505
92 41 15 359 32 40
586 1025 1787 1423 2168 3313
13 25 16 380 60 318
Molar Ratio ([HAc/HPr])
4.08 1.79 0.85 0.97 0.52 0.15
Butyrate ([mg HBu/L])
pH ( )
l
r
l
r
927 1001 1086 864 1108 738
21 23 21 191 47 51
6.97 7.00 6.97 6.99 6.99 6.97
0.01 0.01 0.01 0.01 0.01 0.01
S. Lozecznik et al. / Bioresource Technology 104 (2012) 37–43
no precipitation of calcium occurred and to represent real leachate values observed at landfills. The tubes were air-sealed with butylrubber stoppers, crimped with aluminum seals and were gassed and degassed (1:4 min) four times with 100% nitrogen (N2) to maintain anaerobic conditions (Daniels et al., 1986) at 1.5 atm overpressure. The Balch tubes were placed on an orbital shaker (Scientific Co. Inc.) at a medium speed inside of a temperature controlled chamber at mesophilic temperature (35 °C). The pH and temperature were measured using an ORION 5STAR MULTI WPHH equipped with the appropriate electrical probes and calibrated for changes in temperature. Ca2+ was measured using a HACH universal digital titrator kit with the proper reagents to measure hardness for Ca2+. VFA concentrations in the samples were analyzed by a Varian CP 3800 gas chromatographer (GC) equipped with a flame ionization detector, CP-8400 autosampler and WCOT fused silica 25 m 0.32 mm internal diameter (ID) coating FFAP-CB capillary column. The optimized GC operating conditions were: 270 °C in the injector and 300 °C in the detector. Temperature in the oven was initially set at 70 °C and then ramped up to 140 °C at the rate of 10 °C/min, from 140 °C to 200 °C at the rate of 25 °C/min, and then from 200 °C to 240 °C at the rate of 30 °C/min. The column was maintained at 240 °C for 3.97 min to let the residual contaminates flush out. The total running time was 15 min. The gas flow rates were: helium in the column at 6.5 mL/min, hydrogen at 30 mL/min, and air at 300 mL/min. Crotonic acid was added as an internal standard to enhance the analytical reproducibility and accuracy. Under the above conditions, good resolution and quantitative accuracy were obtained for all VFAs. Following Standard Methods (APHA, 21st Edition, 2005), samples were acidified to pH 2 using 85% O-phosphoric acid and then filtered by 0.22 lm syringe filter prior to injection. CH4 and CO2 from the Balch tubes were analyzed by a Varian CP 3800 gas chromatographer (GC) equipped with a thermal conductivity detector. CO2 was separated from other components using CP-Porabond Q fused silica column (25 m 0.53 mm ID) and CH4 was resolved using fused silica 25 m 0.53 mm ID coating molecular sieve 5A column together with the second CP-Porabond Q fused silica column. The optimized GC operating conditions were 250 °C in the injector and 180 °C in the detector. Temperature in the oven was initially set at 40 °C for 1 min and then ramped up to 100 °C at the rate of 20 °C/min for a total running time of 15 min. The flow rate of carrier gas helium in the column was a constant 3 mL/min. Samples were taken directly from the Balch tubes and injected into the GC, the volume of sample loop was 250 lL. Acetate, propionate and butyrate concentrations were measured in duplicates from each Balch tube. The pH, CO2 and CH4 were measured once from each Balch tube and Ca2+ values were measured from two of the three Balch tubes collected at different times. CO2 and CH4 production was corrected for the amounts dissolved in the liquid phase using Henry’s law, and for CO2, the Henderson–Hasselbach equation as well.
3. Results and discussion 3.1. Acetate, propionate and butyrate concentrations over time Fig. 1 shows the different average concentrations of acetate, propionate and butyrate over time for the different digestion tests. The highest average removal values of acetate after 72 h of digestion were attained in tests 2, 3 and 4, averaging 1466, 1482 and 1698 mg HAc/L (24–29 mmol/L), respectively, indicating nearly complete removal of available acetate (between 80% and 100%). These tests also had the highest removal of butyrate (44% and 55%). In the case of propionate, test 5 shows the highest removal va-
39
lue at 565 mg HPr/L (7.6 mmol/L), and at the same time, the second highest percentage removal of acetate (approximately 88%). Tests 2 and 5 attained similar amounts of acetate removal after 72 h. Test 1 with the highest concentration of acetate (2400 mg HAc/ L – see Table 2), showed 50% of acetate removal after 72 h of digestion (>1000 mg L 1 removed), but no propionate removal was measured. Test 6 with the highest concentration of propionate (3313 mg HPr/L), showed very little removal of butyrate and virtually no propionate removal during the 72 h of digestion. Despite removing 30% of the acetate over the 72 h of digestion, this only represented 10% of the acetate removal observed in tests 2, 3 and 4. Overall, test 6 shows the worst performance for VFA removal. For tests 2, 3, 4 and 5, acetate and propionate removal values were observed after 72 h of digestion. These results suggest that equalization of high initial concentrations of acetate and propionate is required in order to maximize the anaerobic treatment of leachate, favouring the activity of synthrophic bacteria. Since test 5 showed approximately 20% removal of propionate during the 72 h of digestion, synthrophic communities were also present within the inoculum. 3.2. pH and dissolved Ca2+ concentrations Given the removal of acetate in all tests, and butyrate and propionate in some of the tests, pH values were expected to increase, as shown in Fig. 2. The largest increase in pH was attained for tests 3 and 4, followed by test 2. This is consistent with the acetate and butyrate removal values observed in Fig. 1. Lozecznik et al. (2010) tested the removal of dissolved Ca2+ at different pH values in synthetic leachate saturated with CO2 under controlled laboratory conditions. This study showed that between pH 7.2 and 7.4, the concentration of dissolved Ca2+ decreased between 65% and 80%. For the current tests 1–6, average dissolved Ca2+ percentage removal values of 34.8%, 67.8%, 55.8%, 50%, 43.5% and 33.3% after 72 h of digestion were obtained, as pH values were higher than 7.2. Tests 1 and 6 show the lowest percentage removal of dissolved Ca2+ and the smallest increase in pH (Figs. 2 and 3). The removal of Ca2+ will have direct implications on the amount of CaCO3 as inert suspend solids (ISS) within the biomass, may have a negative effect on the activity of the biomass (Yu et al., 2001; Fernandez-Nava et al., 2008) and thereby hinder the fermentation of VFA in the long term. 3.3. CH4 and CO2 As VFA’s were removed, biogas was formed within the headspace of the Balch tubes. Fig. 3 shows the average CO2 and CH4 (mg/L) concentrations measured in the headspace of the Balch tubes after 24, 48 and 72 h of digestion for tests 1–6. During tests 2, 3 and 4, a rapid increase of the CH4/CO2 ratio was measured in the headspace as shown in Fig. 4. Tests 1 and 5 show a slow CH4/CO2 ratio increase during the first 48 h, where test 6 does not show a CH4/CO2 ratio increase during this study. These differences of CH4/CO2 ratio in the headspace over time are explained as the effect of VFA removal on the pH values, and the increase of CO2 converted into carbonate, eventually causing the removal of dissolved Ca2+ as CaCO3. As pH in the medium and CO2 in the headspace of the Balch tubes increased (see Figs. 2 and 3), a shift in the carbonate equilibrium of the medium was expected, increasing the carbonate availability within the tubes. This was verified by calculating the average dissolved CO2 concentrations, HCO3 and CO23 in the medium using Henry’s law and the Hendersen–Hasselbach equation, and is shown in Table 3. These calculations of CO2 concentration in the medium used the measured pH of the medium and CO2 concentration in the headspace at 24, 48 and 72 h of digestion for tests 1–6.
40
S. Lozecznik et al. / Bioresource Technology 104 (2012) 37–43
4000 Test 1 Test 2 Test 3
(1a)
3600
Acetate [mg HAc/L]
3200
Test 4 Test 5 Test 6
(1b)
2800 2400 2000 1600 1200 800 400 40000 3600 3200
Propionate [mg HPr/L]
Test 1 Test 2 Test 3
(2a)
2800 2400 2000 1600 1200
(2b)
800
Test 4 Test 5 Test 6
400
1500 00 1350
Butyrate [mg HBu/L]
(3b)
(3a)
1200 1050 900 750 600 450
Test 1 Test 2 Test 3
300 150
Test 4 Test 5 Test 6
0 0
24
48 Time [hours]
72 0
24
48
72
Time [hours]
Fig. 1. Average of (1) acetate, (2) propionate and (3) butyrate in tests (a) 1, 2 and 3 and (b) 4, 5 and 6 with time.
pH [-]
7.5
7.0 Test 1 Test 2 Test 3 Test 4 Test 5 Test 6 6.5 0
24
48
72
Time [hours] Fig. 2. Variation of pH in tests 1–6 with time.
To verify the quality of our gas measurements relative to the substrate concentration, a mass balance was performed for the 72 h digestion period. In order to account for the dissolution of gases (mostly CO2) into the medium and the carbon loss, CO2,
HCO3 , and CO23 were calculated as explained above and shown in Table 3. Due to the pH values measured within the Balch tubes, it was expected to find most of the C converted into HCO3 , as shown in Table 3. The conversion of dissolved CO2 to HCO3 was calculated using a pKa of 6.3 and a pressure of 1.5 atm. In addition, the carbon loss due to dissolved Ca2+ removed as CaCO3 was also determined. Table 4 shows the CH4/CO2 ratio calculated from the removal of acetate, propionate and butyrate values removed after 72 h of digestion. Column (b) of Table 4 indicates the CH4/CO2 ratio calculated from the values measured within the headspace and calculated from the dissolved phase. Finally, column (c) shows the ratio of carbon formed versus carbon consumed, calculated as CH4 and CO2 presence in the gas and dissolved phases against the carbon removed by the consumption of acetate, propionate and butyrate after 72 h of digestion. From Table 4, it can be observed that tests 1–5 present similar theoretical and measured CH4/CO2 ratios, showing a balance of gases formed in both phases, and carbon balance from products (gases) and substrate (VFA). The inhibition of methanogenesis observed in test 6 (high propionate) gave rise to a different CH4/CO2 measured than theoretical ratio value expected. The reason of higher carbon formed than consumed may be attributed to the lower substrate consumed and gases produced (CH4 and CO2) and errors associated with the measurements.
41
S. Lozecznik et al. / Bioresource Technology 104 (2012) 37–43
1500
Test 4 Test 5 Test 6
Test 1 Test 2 Test 3
1250
CO 2(g) [mg/L]
1000 750 500
(1a)
(1b)
250 0
750 CH 4(g) [mg/L]
Test 4 Test 5 Test 6
Test 1 Test 2 Test 3
500
250
(2b)
(2a)
0 0
24
72 0
48
24
48
72
Time [hours]
Time [hours]
Fig. 3. Average concentration of (1) CO2 and (2) CH4 (mg/L) measured in the headspace of the Balch tubes after 24, 48 and 72 h of digestion for tests 1–6.
1.50
Test 1 2 3 4 5 6
1.25 1.00 CH4/CO2
The average CO2 increased (ranging from 713 to 899 mg/L) with time for test 1 and 5. For tests 2, 3, 4 and 6 there was a decrease in the average amount of CO2 measured in the gas phase between 48 and 72 h (ranging from 863 to 741 mg/L). The highest amount of average CH4 (134 mg/L⁄ day) was achieved during test 2 after 72 h of digestion, followed by test 1, 3 and 4 (117, 128 and 131 mg/L⁄ day). Methanogenesis stopped after 48 h in test 6. The CH4/CO2 ratio increased in the gas phase over time for all tests. It was highest for test 4 achieving an average value of 1.45 after 72 h of digestion. Total dissolved CO2 (CO2, HCO3 , CO23 ) increased over time for all tests, except test 6 between 48 and 72 h.
0.75 0.50 0.25 0.00 24
48 Time [hours]
3.4. Mechanisms of CaCO3 precipitation
72
Fig. 4. CH4/CO2 ratios in the headspace for tests 1–6 during the 24, 48 and 72 h of digestion.
From Fig. 3 and Table 3, the following observations can be made. The average CH4 increased (ranging from 70 to 403 mg/L) for all the tests, except test 6 between 48 and 72 h of digestion
To better represent the mechanisms observed within the digestion tests (especially tests 2, 3 and 4) performed in this study, a conceptual framework that identifies key variables affecting the precipitation of CaCO3(s) during methanogenesis of leachate under sealed conditions is presented in Fig. 5. Fig. 5. depicts a flowchart describing the relationship between VFA removal and the mechanisms of CaCO3 precipitation observed in tests 2, 3 and 4. When optimum influent acetate and propionate concentrations are metered into the digester, VFA removal is maximized thereby increasing the pH of the medium and producing
Table 3 Average dissolved CO2 (mg/L), bicarbonate (HCO3 ) and carbonate (CO23 ) concentrations in the medium calculated for 24, 48 and 72 h of digestion for tests 1–6. Parameter
Unit
Tests 1
CO2 HCO3 CO23
mg/L
2
3
4
5
6
24 h
48 h
72 h
24 h
48 h
72 h
24 h
48 h
72 h
24 h
48 h
72 h
24 h
48 h
72 h
24 h
48 h
72 h
402 3137 2
461 4013 3
499 5350 5
391 3136 2
479 5671 6
472 7782 11
415 3254 2
578 6129 5
394 6309 8
468 3902 3
478 7437 9
412 7681 12
396 3475 2
414 5559 6
438 6501 8
370 2884 2
470 5887 6
424 5659 6
42
S. Lozecznik et al. / Bioresource Technology 104 (2012) 37–43
Table 4 CH4/CO2 ratio calculated from the removal of acetate, propionate and butyrate values removed after 72 h of digestion, CH4/CO2 ratio calculated from the headspace measurements at 72 h and carbon formed as the CH4 and CO2 presence in the gas and dissolved phases versus carbon consumed from the VFA removed within 72 h of digestion. Tests
(a) CH4/CO2
(b) CH4/CO2
(c) Cformed/Cconsumed
1 2 3 4 5 6
1.1 1.2 1.2 1.2 1.2 1.1
1.17 1.3 1.36 1.45 1.01 0.39
1.2 1.2 0.8 0.9 1 2.7
Note: Pressure at 1.5 atm.
(1)
Biological VFA removal is maximized
CH4, CO2(gas) are produced
pH increases
Higher CO2(gas) partial pressure and concentration CO2(aq) increases CO2(aq) increases carbonate concentration
CaCO3 (aq) increases
Ca2+
HCO3-(aq) increases
CaCO3 (s) precipitation Fig. 5. A flowchart describing the relationship between VFA methanogenesis and the mechanisms of CaCO3 precipitation (inorganic clogging) in the Balch tubes as a model for inorganic clogging in landfill pipes.
CO2 and CH4 as biogas most quickly. The increase of CO2(g) in the headspace increases the partial pressure and concentration of the gas, increasing the concentration of CO2(aq). This increase in CO2(aq) destabilizes the carbonate equilibrium of the medium, with more CO2 converted to bicarbonate. This increase in carbonate is further accentuated by the pH increase, as the pH goes further away from the pKa. This increase in bicarbonate and the availability of significant amount of Ca2+ within the leachate leads to CaCO3(aq) which at pH values higher than 7.2 at 20% CO2 (Lozecznik et al., 2010) precipitates as CaCO3(s).
4. Conclusions This study has shown that methanogenesis of leachate is influenced by the ratio of acetate and propionate. It also shows that methanogenesis of VFA increases the digester pH and the concentration of carbonate in solution, influencing the precipitation of CaCO3. It is suggested that if leachate undergoes methanogenesis prior to re-injection into a bioreactor landfill, it may protect the pipes and other engineered landfill systems against CaCO3 precipitation and its detrimental effects, while allowing for methane recovery from the digester gas phase. However, blending leachates from different cells to maintain the balance between acetate and propionate concentrations is highly recommended.
Acknowledgements This research was funded by a grant from the Environmental Research and Education Foundation (EREF), Natural Sciences and Engineering Research Council of Canada (NSERC), Canadian Foundation for Innovation (CFI), Manitoba Hydro and the City of Winnipeg. The authors gratefully acknowledge the help of Ms. A. Juneja, Mr. N. Wrana and Mr. V. Wei with laboratory analyses.
References Bouchez, T., Munoz, M.-L., Vessigaud, S., Bordier, C., Aran, C., Duquennoi, C., 2003. Clogging of MSW landfill leachate collection systems: prediction methods and in situ diagnosis. Proceedings, 9th International Landfill Symposium, Calgliari, Italy (CD-ROM). Brune, M., Ramke, H.G., Collins, H., Hanert, H.H., 1991. Incrustations process in drainage systems of sanitary landfills. Proceedings Sardinia 91, Third International Landfill Symposium, CISA publisher, Cagliari, Italy (CD-ROM). Chian, E.S.K., DeWalle, F.B., 1977. Characterization of soluble organic matter in leachate. Environmental Science and Technology 11 (2), 158–163. Cooke, A.J., Rowe, R.K., VanGulck, J.F., Rittmann, B.E., 2005. Application of the BioClog model for landfill leachate clogging of gravel-packed columns. Canadian Geotechnical Journal 42, 1600–1614. Daniels, L., Rajagopal, B.S., Belay, N., 1986. Assimilatory reduction of sulfate and sulfite by methanogenic bacteria. Applied Environmental Microbiology 51, 703–709. Eaton, A. (AWWA), Clesceri, L.S. (WEF), Rice, E.W., Greenberg, A.E. (APHA) (Eds.), 2005. Standard Methods for the Examination of Water and Wastewater, 21st ed. Fernandez-Nava, Y., Maranon, E., Soons, J., Castrillon, L., 2008. Denitrification of wastewater containing high nitrate and calcium concentrations. Bioresource Technology 99, 7976–7981. Fleming, I.R., Rowe, R.K., Cullimore, D.R., 1999a. Field observations of clogging in a landfill leachate collection system. Canadian Geotechnical Journal 36 (4), 289– 296. Flemming, H.C., Szewczyk, U., Griebe, T., 2000. Biofilms – Investigative Methods & Applications. Technomic Publishing Company Inc., Lancaster, Pennsylvania, USA, pp. 247. Hoeks, J., Borst, R.J., 1982. Anaerobic digestion of free volatile fatty acids in soils below waste tips. Water, Air and Soil Pollution 17, 165–173. James, A.G., Watson-Craik, I.A., Senior, E., 1998. The effects of organic acids on the methanogenic degradation of the landfill leachate molecules butyrate and valerate. Water Research 32 (3), 792–800. Kheradmand, S., Karimi-Jashni, A., Sartaj, M., 2010. Treatment of municipal landfill leachate using a combined anaerobic digester and activated sludge system. Waste Management 30 (6), 1025–1031. Kjeldsen, P., Barlaz, M.A., Rooker, A.P., Baun, A., Ledin, A., Christensen, T.H., 2002. Present and long term composition of MSW Landfill leachate: a review. Environmental Science and Technology 32 (4), 297–336. Liu, J., Hu, J., Zhong, J., Luo, J., Zhao, A., Liu, F., Hong, R., Qian, G., Ping Xu, Z., 2011. The effect of calcium on the treatment of fresh leachate in an expanded granular sludge bed reactor. Bioresource Technology 102, 5466–5472. Lozecznik, S., Sparling, R., Oleszkiewicz, J., Clark, S., VanGulck, J.F., 2010. Leachate treatment before injection into a bioreactor landfill: clogging potential reduction and benefits of using methanogenesis. Waste Management International Journal 30 (11), 2030–2036. Maliva, R.G., Missimer, T.M., Leo, K.C., Statom, R.A., Dupraz, C., Lynn, M., Dickson, J.A.D., 2000. Unusual calcite stromatolites and pisoids from a landfill leachate collection system. Geology 28 (10), 931–934. Manning, D.A.C., 2000. Carbonates and oxalates in sediments and landfill: monitors of death and decay in natural and artificial systems. Journal of the Geological Society of London 157 (1), 229–238. Montusiewicz, A., Lebiocka, M., 2011. Co-digestion of intermediate landfill leachate and sewage sludge as a method of leachate utilization. Bioresource Technology 102, 2563–2571. Nayono, S., Winter, J., Gallert, C., 2010. Co-digestion of press water and food waste in a biowastedigester for improvement of biogas production. Bioresource Technology 101, 6987–6993. Nedwell, D.B., Reynolds, P.J., 1996. Treatment of landfill leachate by methanogenic and sulphate-reducing digestion. Water Research 30 (1), 21–28. O’Brien, J.K., 2010. The solid waste manager’s guide to the bioreactor landfill – a 2009 update. Municipal Solid Waste Magazine (May), pp. 14–23. Owen, J.A., Manning, D.A.C., 1997. Silica in landfill leachates: implications for clay mineral stabilities. Applied Geochemistry 12, 267–280. Reinhart, D.R., Townsend, T.G., 1997. Landfill Bioreactor Design and Operation. CRC Press LLC, Florida, USA, pp. 189. Rittmann, B.E., McCarty, P.L., 2001. Environmental Biotechnology: Principles and Applications. McGraw and Hill, New York. Rowe, R.K., Quigley, R.M., Brachman, R.W.I., Booker, J.R., 2004. Barrier Systems for Waste Disposal Facilities, second ed. Spon Press, New York. Taconi, K.A., Zappi, M.E., French, W.T., Brown, L.R., 2008. Methanogenesis under acidic conditions in a semi-continuous reactor system. Bioresource Technology 99, 8075–8081.
S. Lozecznik et al. / Bioresource Technology 104 (2012) 37–43 Thauer, R.K., Jungermann, K., Decker, K., 1977. Energy conservation in chemotrophic anaerobic bacteria. Bacteriological Review 41 (1), 100–180. Timur, H., Özturuk, I., 1999. Anaerobic sequencing batch reactor treatment of landfill leachate. Water Research 33 (15), 3225–3230. Turk, M., Collins, H.-J., Wittmaier, M., Harborth, P., Hanert, H.-H., 1997. Advanced landfill liner systems. In:August, H., Holzlohner, U., Meggyes, T. (Eds.), Tehomas Telford Publisher, London. VanGulck, J.F., Rowe, R.K., 2004. Influence of landfill leachate suspended solids on clog (biorock) formation. Waste Management 24, 723–738.
43
VanGulck, J.F., Rowe, R.K., Rittmann, B.E., Cooke, A.J., 2003. Biogeochemical calcium precipitation in landfill leachate collection systems. Biodegradation 14, 331–346. Yazdani, R., Kieffer, J., Akau, H., 2002. Full scale landfill bioreactor project at the Yolo County central landfill. Final report submitted to USEPA- Project XL, pp. 114. Ye, J., Mu, Y., Cheng, X., Sun, D., 2011. Treatment of fresh leachate with highstrength organics and calcium from municipal solid waste incineration plant using UASB reactor. Bioresource Technology 102, 5498–5503. Yu, H.Q., Tay, J.H., Herbert, H.P.F., 2001. The roles of calcium in sludge granulation during UASB reactor start-up. Water Research 35 (4), 1052–1060.