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High-rate anaerobic digestion of microalgae using an upflow anaerobic sludge blanket (UASB) reactor system: validation at pilot scale

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https://doi.org/10.4224/23002443

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High-rate anaerobic digestion of microalgae using an upflow anaerobic

sludge blanket (UASB) reactor system: validation at pilot scale

Salama, Philippe; Ngoundjo, Fred; Frédérique, Matteau Lebrun; Pilon,

Guillaume; O'Leary, Stephen J. B.; Guiot, Serge R.

(2)

ABSTRACT

Pilot validation trials for the anaerobic digestion of microalgae (Scenedesmus sp) were carried out on a UASB reactor (500 L). The trials took place continuously over a period of 3.5 months (102 days). The obtained biomethane generation efficiency (defined as the volume of biomethane produced per theoretical methane that could be stoichiometrically produced) was found to be above 60% for a hydraulic residence time (HRT) of 3.8 days. Biochemical methane potential (BMP) analysis confirmed the biomethane generation efficiency (both at low and high HRT) obtained with the pilot UASB reactor.

INTRODUCTION

Ø  Microalgae is recognized as a promising feedstock for the production of biofuels (high carbohydrate and lipid content, fast growth rate, high biomass yield; CO2 fixation; no competition for

arable land);

Ø  The high cost of algal biomass production limits large scale deployment of biorefineries; valorizing algal biomass into fuels and chemicals can reduce those costs and accelerate biorefineries deployment;

Ø  Anaerobic digestion of algal biomass residues remaining after chemicals and liquid fuels production can make the process more sustainable by increasing the energy efficiency and recycling the nutrients for algal cultivation.

MATERIALS AND METHODS

Algae

Frozen Scenedesmus paste (shown in Figure 1) obtained from AzCATI (Arizona Center for Algae Technology and Innovation) was used for all pilot trails. In all, 150 kg (dry basis) of microalgae was used for the trial experiments.

Biomass

Two different types of granular biomass composed of a mixed bacterial source were used for all trials to carry out anaerobic digestion which is the process of converting algal substrate to biogas (i.e. biomethane). Lassonde biomass (shown in Figure 1) was obtained from Lassonde Industries Inc. located in Rougemont, Québec and Agropur biomass (shown in Figure 1) was obtained from Agropur’s cheese transformation facility located in Notre-Dame-du-Bon Conseil, Québec.

Pilot Plant

Initially, algal feed solutions were prepared by diluting a known mass of algae paste using a feedstock preparation reservoir shown in Figure 2. The solution was then transferred to a 4 m3 refrigerated

storage reservoir (also shown in Figure 2) where it was maintained at a temperature of 6-7⁰C using a closed loop refrigerated glycol water mixture. From the stock storage reservoir, the algal solution was continuously fed to the 500 L UASB reactor shown using a lobe type transfer pump.

Sample Analysis

Sample analysis included biogas flow rate and composition. The influent/effluent concentrations of total solids (TS), volatile solids (VS), suspended solids (SS), volatile suspended solids (VSS), and total/ soluble chemical oxygen demand (tCOD and sCOD) were also measured. In addition, the volatile fatty acids (VFA) concentrations as well as the NH4+ ion concentration were measured by HPLC analysis.

Finally, the biological methane generation potential (BMP) of various reactor effluent samples was also measured.

CONCLUSIONS

Philippe Salama

a,

, Fred Ngoundjo

a

, Frédérique Matteau-Lebrun

a

, Guillaume Pilon

a

, Stephen J.B. O’Leary

b

and Serge R. Guiot

a

a

Anaerobic Technologies & Bioprocess Control Group, EME;

b

Algal Carbon Conversion Program, National Research Council Canada

ACKNOWLEDGMENTS

John McGowen (AzCATI), Arizona State University provided the algal biomass. Alain Corriveau, Manon Sarrazin and Caroline Roy (NRC) for their excellent analytical assistance.

Claude Kirouac (Lassonde Industries Inc.) for supplying the Lassonde granular biomass.

Pierre Fillion (Agropur Dairy Cooperative) for supplying the Agropur granular biomass.

Algal Carbon Conversion Program

Ø 

Pilot plant continuously operated on algae feed for

a period of 102 days.

Ø 

Pilot trials showed improved methane production

efficiency with longer HRT (over 102 days), which is

still low with respect to conventional CSTR

approaches.

Ø 

For low HRT (10 hrs) and similar conditions, pilot

trials showed similar efficiencies compared to

laboratory scale runs.

Ø 

BMP analysis confirmed the results obtained from

pilot trials.

Ø 

Basic preliminary scale–up analysis showed

potential for energy production and revenue

generation.

UASB Reactor Operation Options

Ø  Laboratory Option 1: High feed solids concentation (high TVS) at

high HRT(e.g. ∼ 6 d) ⇒ allows for OLR up to ∼ 7 g TVS/LRXR.d

before degradation capacity exceeded (bioactivity limited). Ø Laboratory Option 2: Low inlet solids concentration (low TVS) at

low HRT (e.g. ∼ 1 d) ⇒ degradation capacity exceeded at OLR as low as 3-4 g TVS/LRXR.d (reaction time limited).

Ø Pilot Trials with Option 1: Degradation efficiency higher than

laboratory trials ⇒ Higher microbial biomass content, hence higher bioactivity potential.

Ø Pilot Trials with Option 2: Similar efficiency than laboratory trials ⇒ same reaction time limitation.

High-rate anaerobic digestion of microalgae using an upflow anaerobic

sludge blanket (UASB) reactor system – Validation at pilot scale

All values in g/L. Total solids (TS); total volatile solids (TVS); soluble chemical oxygen demand (sCOD).

Figure 3. Results – Comparison to Laboratory Scale

Table 1. Results – Operating and Performance Parameters

Figure 2. Feedstock Preparation and Pilot Plant

RESULTS

Parameters Units PVT-1 PVT-2 PVT-3 PVT-4 PVT-5 PVT-6 PVT-7 PVT-8

HRT Days 1.6 ± 0.2 0.8 ± 0.1 0.69 ± 0.02 0.42 ± 0.01 0.45 ± 0.03 0.41 ± 0.02 3.83 ± 0.75 3.60 ± 0.45 OLR gTVS/Lrxr.d 1.4 ± 0.2 2.4 ± 0.5 3.77 ± 0.39 5.70 ± 0.59 5.37 ± 0.74 6.38 ± 0.73 1.96 ± 0.47 0.53 ± 0.11

Upflow Velocity m/hr 2 2 2 2 4 2 2 2

Biomass Source - Lassonde Lassonde Lassonde Lassonde Lassonde/

Agropur Lassonde/ Agropur Lassonde/ Agropur Lassonde/ Agropur TVSin g/kg 2.18 ± 0.2 2.03 ± 0.4 2.58 ± 0.30 2.40 ± 0.3 2.42 ± 0.25 2.60 ± 0.29 7.28 ± 0.35 1.90 ± 0.49 sCOD mg/L 140 ± 0.0 107 ± 13 158 ± 16 201 ± 9 164 ± 35 141 ± 12 252 ± 15 133 ± 10 VFA mg COD-eq/L 20 ± 15 13 ± 10 19 ± 3 33 ± 13 24 ± 11 15 ± 3 28 ± 2 3 ± 1 NH4+ mg/L 60 48 ± 3 43 ± 7 39 ± 8 40 ± 3 37 ± 2 217 ± 25 178 ± 12 Flow Rate CH4 L STP/Lrx d 0.24 ± 0.01 0.30 ± 0.02 044 ± 0.02 0.57 ± 0.08 0.59 ± 0.05 0.61 ± 0.03 0.62 ± 0.01 0.19 ± 0.02 Yield CH4 mL STP/gTVSin 223 ± 41 140 ± 23 117 ± 13 102 ± 21 113 ± 24 96 ± 13 328 ± 77 356 ± 43 CH4 Prod./Theoritical CH4 % 45 ± 8 28 ± 5 23 ± 3 20 ± 4 23 ± 5 19 ± 3 66 ± 16 71 ± 9 Feedstock Preparation

Reservoir Refrigerated Storage (4 m3) UASB Reactor (500 L) Microalgae Paste Lassonde Biomass

Figure 1. Microalgae Paste and Granular Biomass

Agropur Biomass

0

50

100

150

200

250

300

350

400

450

500

0

3

6

9 12 15 18 21 24 27 30 33 36 39 42 45

CH4

(

mL)

/gTVS

HRT - Number of Days

HRT: 0.5 days

OLR: 5-6 gTVS/L d

HRT: 3.5 days

OLR: 0.5 – 2 gTVS/L d

TheoreFcal Yield at 100% DegradaFon

Figure 4. - Biochemical Methane Potential (BMP)

UlFmate Biodegradability = 85%

Large Scale Potential Preliminary Analysis

Assumptions

Fictitious Case Study: Open pond algal production facility (80 tonnes dry basis/day).

Algae leftover for anaerobic digestion (AD) 25tonnes (~30%) dry basis/day

Ø  Inlet concentration at 8 g TVS/L & HRT 3.5 days Ø  AD reactors volume: 11,000 m3

Ø  Methane production yield (0.3 LCH4/g TVS, based on pilot trials)

Ø  Cogeneration (CHP) efficiency1

Ø  Electricity generation: 40%

Ø  Heat Production: 50% (used for AD and other needs)

Energy and Economic Potential

Ø  AD of algae could produce annually 9 GWh i.e. power plant of 1 MW.

Ø  Electricity revenue of $0.6 MM/A (at $0.07/kWh)

Ø  Profitability to be determined from a more accurate technico-economic analysis.

References for Large Scale Potential Preliminary Analysis: (1)  Power N.M. and Murphy J.D., Which is the Preferable Transport Fuel on a

Greenhouse Gas Basis; Biomethane or Ethanol. Biomass and Bioenergy 2009; 33; 1403-1412

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Figure

Figure 3. Results – Comparison to Laboratory Scale  Table 1. Results – Operating and Performance Parameters

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