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Article

Evaluation of Biogas Biodesulfurization Using Different Packing Materials

by
Samir Prioto Tayar
1,
Renata de Bello Solcia Guerrero
2,
Leticia Ferraresi Hidalgo
1 and
Denise Bevilaqua
1,*
1
Department of Biochemistry and Chemistry Technology, Institute of Chemistry, São Paulo State University (UNESP), Araraquara 14800-900, Brazil
2
Biological Process Laboratory, Center for Research, Development and Innovation in Environmental Engineering, São Carlos School of Engineering, University of São Paulo (EESC/USP), Av. João Dagnone, 1100, São Carlos 13.563-120, Brazil
*
Author to whom correspondence should be addressed.
ChemEngineering 2019, 3(1), 27; https://doi.org/10.3390/chemengineering3010027
Submission received: 18 December 2018 / Revised: 26 February 2019 / Accepted: 28 February 2019 / Published: 8 March 2019
(This article belongs to the Special Issue Advances in Biogas Desulfurization)

Abstract

:
The packing material selection for a bioreactor is an important factor to consider, since the characteristics of this material can directly affect the performance of the bioprocess, as well as the investment costs. Different types of low cost packing materials were studied in columns to reduce the initial and operational costs of biogas biodesulfurization. The most prominent (PVC pieces from construction pipes) was applied in a bench-scale biotrickling filter to remove the H2S of the biogas from a real sewage treatment plant in Brazil, responsible for 90 thousand inhabitants. At the optimal experimental condition, the reactor presented a Removal Efficiency (RE) of up to 95.72% and Elimination Capacity (EC) of 98 gS·m−3·h−1, similar to open pore polyurethane foam, the traditional material widely used for H2S removal. These results demonstrated the high potential of application of this packing material in a full scale considering the robustness of the system filled with this support, even when submitted to high sulfide concentration, fluctuations in H2S content in biogas, and temperature variations.

1. Introduction

Biogas, generated in wastewater treatment plants, typically composed of methane (CH4), carbon dioxide (CO2), and traces of hydrogen sulfide (H2S), is often burned in flares to minimize its contribution to the greenhouse effect [1]. However, in the current global scenario, its commercial value has been increasing due to its high-energy content. The use of this versatile and renewable energy source can bring high cost savings [2]. A limiting factor for the use of this biogas is the wide variety of contaminants present in its composition, such as sulfur compounds, siloxanes, hydrocarbons, and halogenated organic compounds, of which H2S is the most harmful for energy conversion equipment, due to its corrosive character.
Bed clogging is one of the biggest problems of biotrickling filters, being caused by solid accumulation (biomass and elemental sulfur), and limiting high treatment rates [3]. Problems with elemental sulfur accumulation have been observed since one of the first works described for H2S removal from biogas in a biotrickling filter (under aerobic conditions) [4]. Due to this, a wide variety of packing materials has been studied in order to overcome this problem and improve the biofilter performance; among them are open pore polyurethane foam (OPUF), polyester fibers, pall rings, porous lava rock, activated carbon, glass beads, and perlite. On the other hand, the choice of the packing material is also related to the economic viability of the biofilters, since materials with a low purchase cost and low pressure drop (low resistance to gas flow) can significantly decrease the operating cost. In this point of view, the use of low-cost packing materials such as expanded schist (inorganic) and cellular concrete waste was also studied for biogas biodesulfurization [5].
In biotrickling filters, the gas flow passes through an inert packing material to which the microbial community attaches. Considering that different types of forces (electrostatic and hydrophobic interactions, and covalent and partial covalent bond formation, among others), are involved in the microbial attachment to a packing material [6], the material surface properties can implicate in different biofilm formation, resulting in different performance of bioreactors. Therefore, the characteristics of the packing material play an important role in the sulfide elimination from biogas (Table 1) and some factors should be observed to choose the best support material:
(a)
High surface area for biofilm growth and mass transfer;
(b)
Hydrophobicity;
(c)
Mechanical, chemical, and biological resistance;
(d)
Low pressure drop, especially considering pilot operation
Open pore polyurethane foam is a commercial packing material developed especially for biotrickling filtration [12]. Although conventional polyurethane foam is hydrophobic, its properties are extensive and can vary due to the starting molecules and reaction conditions of manufacture [13]. According to Lisiecki et al. [14], open pore polyurethane foam (TM25450) is formed by thermal compression of conventional foam which leads the cell walls to collapse. The advantages of OPUF are its high porosity, suitable pore size, low density, high specific surface area and reasonable resistance to compaction [8].
The first works carried out using OPUF were developed to treat odorous air. Gabriel et al. [8] proposed the use of OPUF foam as packing support based on the successful results obtained by Loy et al. [15].
Under anoxic conditions, Fernández et al. [16] developed one of the first works using OPUF cubes (8 cm3), obtaining a critical EC of 60 gS-H2S·m−3·h−1 (empty bed residence time (EBRT) of 240 s). Using the same system (packed bed volume of 2.375 L), Montebello et al. [17] showed the simultaneous removal of H2S and methylmercaptan (CH3SH) from biogas to be feasible, however, loads higher than 100 gS-H2S·m−3·h−1 negatively affected the CH3SH removal due to competition. The maximum elimination capacity achieved was 140 gS-H2S·m−3·h−1.
Fernández et al. [18] operated a laboratory scale biotrickling filter for 620 days and demonstrated that the optimal conditions were: Sulfate concentration below 33 g·L−1, pH between 7.3–7.5, temperature of 30 °C, and trickling liquid velocity (TLV) higher than 4.6 m·h−1. Higher critical elimination capacity was observed under a nitrate programmed feeding regime (130 gS·m−3·h−1, RE 99%, EBRT 2.4 min) when compared to a manual feeding regime (99.8 gS·m−3·h−1, RE < 99%, EBRT 3.4 min). The maximum elimination capacity was 170 gS·m−3·h−1 for both regimes. Comparatively, Guerrero and Bevilaqua [19] observed optimum temperatures between 31–42 °C and EBRTs from 2.9 to 6.2 min for H2S removal from the biogas generated from an up flow anaerobic sludge blanket reactor (UASB) at the wastewater treatment plant of a brewery.
On the other hand, for a pilot-scale biotrickling filter, Almenglo et al. [20] observed the best performance under counter-current flow, achieving a maximum elimination capacity of 140 gS·m−3·h−1. Almenglo et al. [21] recommended some important guidelines to startup the biotrickling filter in order to avoid sulfide accumulation in the early stages of reactor operation: An inlet load (IL) around 100 gS·m−3·h−1 and pH of 6.8 to decrease the solubility of the sulfide.
Pall rings are widely used in chemical scrubbers due to their high free volume, low-pressure drop values, and uniform gas-liquid contact. Due to these characteristics, it is possible to transform conventional scrubbers into biotrickling filters just carrying out microorganism’s immobilization. Polypropylene Pall rings have low specific surface area when compared with open pore polyurethane foam and other packing materials (Table 1), however, according to Fernández et al. (2013), this characteristic can minimize the pressure loss due to biomass and sulfur accumulation. Pall rings are a hydrophobic packing material [22].
The conversion from scrubber to biotrickling filter was first applied to air pollution control; however, in recent decades, the use of Pall rings as packing material has extended to biotrickling filters for H2S removal from biogas. Under aerobic conditions, Tomas et al. [23] achieved a maximum elimination capacity of 170 gS-H2S·m−3·h−1 in a full-scale biotrickling filter (gas contact time of 180 s, pH 2.6–2.7). The biofilter was composed of four modular sections with an inner diameter of 1.4 m and height of 8 m. Montebello et al. [10] operated a biotrickling filter packed with metallic Pall rings for approximately two years, treating synthetic biogas with a 2000 ppmv H2S concentration. Under neutral pH, the maximum and critical EC were approximately 100 gS·m−3·h−1 and under oxygen appropriate load it was possible to minimize the elemental sulfur formation. This behavior was not observed under acidic pH. In addition, under acidic pH, deterioration of the packing material was observed. Under anoxic conditions, Fernández et al. [9] achieved 99% H2S removal efficiency under inlet loads lower than 120 gS·m−3·h−1 in an anoxic biotrickling filter (working volume of 2.4 L), using controlled nitrate feeding by oxidize-reduction potential (ORP).
López et al [24] studied the main parameters involved in the oxygen mass transfer efficiency in an aerobic biotrickling filter, in order to reduce the elemental sulfur production under high H2S loads. The trickling liquid velocity and co-current flow showed to be better to manipulate when compared to air supply flow rate and counter current flow mode, increasing 10% the EC and 9% the selectivity to sulfate as product of the H2S oxidation under 283.8 gS-H2S·m−3·h−1. López et al [25] also used the feedforward control through the trickling liquid velocity and observed a reduction of 68.4% of the maximum outlet H2S concentration and the sulfate selectivity improved 100.6 ± 5.0%. A biotrickling filter packed with Pall rings was used by López et al. [26] to develop, calibrate, and validate a dynamic model to describe the main processes involved in the H2S removal from biogas (high loads). The model was capable to predict the biotrickling operation, besides being able to describe the main products of the H2S oxidation.
Other packing materials have been used under aerobic conditions. Montebello et al. [27] evaluated the performance of a biotrickling filter packed with HD-QPAC (volume of 2.15 L) under IL from 51 to 215 gH2S·m−3·h−1 and observed a maximum elimination capacity of 201 gH2S·m−3·h−1 and maximum RE of 100% (EBRT of 180 s). The decrease in the O2/H2S ratio resulted in an increase in S0 production. Fortuny et al. [28] also used HD-QPAC as packing material in a biotrickling filter (total volume of 2 L). An important effect of the EBRT on the RE was observed when the EBRT decreased from 120 s (97.7 ± 0.3%) to 30 s (39.7 ± 0.9%).
Qiu and Deshusses [11] showed a promising alternative to the use of conventional packing material. The authors evaluated the use of 3D-printed honeycomb monolith, composed of 19 hexagonal channels, in order to reduce bed-clogging problems under high H2S concentration through the presence of connected and straight channels. The elimination capacity exceeded 120 gS·m−3·h−1 at an H2S/O2 ratio of 1:2. Elemental sulfur was obtained as the predominant end-product, with accumulation in the bed. However, the bed pigging was shown to be efficient for removing elemental sulfur and excess biomass.
Vikromvarasiri et al. [29] studied a biotrickling filter filled with random packing media (working volume of 1 L) and inoculated with Halothiobacillus neapolitanus NTV01 (HTN), isolated from activated sludge. Air was supplied as the final electron acceptor. Different operational parameters were compared under short-term and long-term operation. The relationship between IL and EC was higher in the long-term (0.931) when compared to short-time operation (0.915). The maximum elimination capacity obtained was 78.57 gH2S·m−3·h−1 for an IL of 85.25 gH2S·m−3·h−1.
Recently, Jaber et al. [5] proposed the use of a biofilter packed with expanded schist (inorganic) and cellular concrete waste (recycled mineral waste), low cost materials, to treat H2S from biogas. Both materials demonstrated low pressure drops, which is very desirable. The maximum elimination capacity obtained for the expanded schist was 30.3 g·m−3·h−1 and 25.2 g·m−3·h−1 for the cellular concrete waste.
In recent decades, some studies have been carried out to demonstrate the viability of retrofitting existing chemical scrubbers to full-scale biotrickling filters for H2S control. Gabriel et al. [8] and Gabriel and Deshusses [30] demonstrated that biotrickling filters can replace chemical scrubbers successfully, being safe and economical. Nevertheless, Gabriel et al. [8] estimated that the expenditure on packing material is approximately $500–1000/m3, representing a large percentage of the costs. Tomas et al. [23] compared the investment costs involved in H2S removal using chemical and biological treatment and showed an investment of $52,000 for the biological treatment (including reactor, blower, pump, and packing material) compared to $8700 for the chemical oxidation treatment. This evidence reinforces the need to search for new packing materials aimed at reducing investment costs. Recently, Cano et al. [31] compared the life cycle of different technologies such as aerobic biotrickling filtration, anoxic biotrickling filtration, caustic chemical scrubbing and absorption on impregnated activated carbon, and it was included the analyses of the capital expenditures. The results showed that a biotrickling filter made with fiberglass reinforced plastic (total volume 10 m3, packing bed volume 5.3 m3, diameter 0.9 m) can cost €17,090, compared to €5224 of a scrubber made of the same material (total volume 1.7 m3, packing bed volume 1.1 m3, diameter 0.7 m).
In this work, the immobilization of biomass on different low-cost packing materials, such as, PET, PVC and Teflon, was studied and the material that showed the best thiosulfate removal efficiency (PVC) was evaluated in a biotrickling filter for H2S removal from real biogas. The effects of the EBRT, temperature and IL were studied.

2. Materials and Methods

2.1. Inoculum and Packing Material

The anaerobic sludge used in this work was obtained from the Matão Sewage Treatment Plant (São Paulo, Brazil).
Strips of Polyvinyl Chloride (PVC) obtained from Tigre® building pipes (Ref. 10121744 from manufacturer, Tigre, Brazil), Polyethylene Terephtalate (PET) from common soda bottle, Polytetrafluoroethylene (Teflon®, Teflon, Brazil) dowels cut into strips and OPUF (Filtren TM25450, Recticel Iberica, Spain) were used in order to evaluate the potential of low-cost carrier materials (Figure 1) for the immobilization of sulfur-oxidizing microorganism. The surface area of each packing material was analyzed based on the Brunauer, Emmett and Teller theory by the Center for Materials Characterization and Development (Ufscar, São Carlos, Brazil) (Table 2).

2.2. Experimental Set-Up of Laboratory-Columns Packed with Different Low Cost Materials

Four glass columns (active height of 280 mm, inner diameter of 60 mm, and working volume of 792 mL) packed with PVC, PET, Teflon and OPUF (Figure 2) were inoculated with 120 mL of anaerobic sludge and 120 mL of culture medium DSMZ 113, which has thiosulfate as a substrate, nitrate as the final electron acceptor, and bicarbonate as an inorganic carbon source. The thiosulfate consumption was monitored and after substrate depletion, 50% of the trickling solution was drawn off and fresh DSMZ 113 medium was added in the following 9 cycles. Different initial concentrations of thiosulfate (2.5, 5.0 and 10 g·[S-S2O32−]·L1) were applied. The system was operated under batch mode for 130 days (total of 10 cycles) at pH 7.0 by adding NaOH, temperature 35 °C and trickling medium at a flow rate of 500 mL·h1. The immobilized biomass was determined as gram of protein per gram of dry support sampled in the end of the experiment.

2.3. Experimental Set-Up of a Laboratory-Scale Biotrickling Filter

The H2S elimination from the biogas produced by a Sewage Treatment Plant (Matão, São Paulo, Brazil) was performed using a laboratory-scale biotrickling filter made of glass (active height of 456 mm, inner diameter of 93 mm and working volume bed of 3 L) filled with PVC pieces (Figure 3), obtained from construction pipes, as packing material. The experiments were carried out for 111 days with continuous biogas supply from the up flow anaerobic sludge blanket reactor (UASB).
The first step of reactor operation consisted of inoculation and biofilm development providing H2S containing biogas as the energy source (1246 ± 305 ppmv). Biofilm development was achieved after 43 days of operation and the degree of immobilization was determined by the stability of the substrate consumption [33]. The effects of the parameters, inlet load (from 8 to 108 gS·m−3·h−1), empty bed residency time (4.8, 2.4, 1.6 min), and temperature (from 24 to 40 °C), were studied in the following 68 days of operation.

2.4. Analytical Techniques

The H2S concentration in the gas phase was measured using GasAlertMicro 5 Series—BW Technologies. The thiosulfate determination was carried out by an iodometric method [34]. Sulfate concentration was determined using a turbidimetric method and nitrate and nitrite concentrations were analyzed by an ultraviolet spectrophometric method and a colorimetric method, respectively [35]. The amount of biomass immobilized on the packing material was estimated via determining protein by Lowry method [35].

3. Results and Discussion

3.1. Evaluation of Low-Cost Packing Materials

All four packing material tested showed similar thiosulfate RE (between 82 and 86%) at the end of first cycle of rector operation. However, at the end of the last cycles, PVC (96.67%) and PET (96.43%) presented better results compared to Teflon (25.37%), which suffered bed compaction. Additionally, the RE obtained using PVC and PET almost reached the value obtained for OPUF (99.17%). On the other hand, the biomass protein quantification showed that the mass of protein per mass of support material was very similar for PVC (14.9 mg·g−1) and Teflon (14.87 mg·g−1) (Figure 4), however, as mentioned before, Teflon became compacted during the experiment. PET had a lower amount of protein (8.40 mg·g−1) and all support materials presented lower biomass protein when compared with open-pore polyurethane foam (26.59 mg·g−1).
The cost to fill the working volume of the columns were: OPUF ($0.67 dollar), PVC ($0.21 dollar), PET ($0.0 dollar because it was from cycling residue) and Teflon ($0.36 dollar). Comparing the results, it was possible to suppose that PVC could provide better robustness to the system than PET, in case of adverse conditions, and other important factor is the cost of the PVC, 42% cheaper than Teflon and 69% cheaper than OPUF. For this reason, it was selected as packing material for the next experiment using a biotrickling filter to treat real biogas in bench scale.

3.2. Biotrickling Filter Operation

During the first 70 days of operation (including the inoculation and biofilm development step) the EBRT applied was 4.8 min and the inlet load provided to the reactor was 15.5 ± 3.09 gS·m−3·h−1. In these conditions a removal efficiency (RE) of 80.06 ± 13.81% was observed (Figure 5), lower than experiments with lower EBRTs of 2.4 min (RE = 71.89 ± 14.33%; IL = 39.9 gS·m−3·h−1) and 1.6 min (RE = 89.83 ± 14.97%; 57.9 gS·m−3·h−1). These results reflected the impact of the biofilm development step to elimination capacity in this operating condition, showing that, after stabilization, the biotrickling filter was capable of achieving a better RE even with a lower retention time. After stabilization, the system showed a high RE despite the low EBRT (1.6 min) and high H2S concentration (1832 ± 295 ppmv), demonstrating that this bioreactor requires good biofilm development to achieve high EC in a real treatment which presents fluctuations over time.
The elimination capacity of the system obtained under different EBRTs was very high (Figure 6) reaching 84.4 gS·m−3·h−1 (RE = 99%) at an EBRT of 1.6 min. The results obtained with this support material were comparable with results found in the literature for the most common materials used, such as OPUF [18,36] and Pall rings [9], demonstrating that it has potential for larger scale application. As stated previously, using OPUF, Fernández et al. [18] obtained a critical elimination capacity of 130 gS·m−3·h−1 at an EBRT of 2.4 min. In the present work, the critical EC was not obtained due to system limitations, but the results were promising considering that PVC has the advantage of being a low-cost material, increasing the biotrickling filter economic viability. The points with different behavior (Figure 6) probably occurred due to H2S inlet load fluctuations, since the biogas supplied in the system was obtained from a real sewage treatment plant from a city with approximately 90 thousand inhabitants. Therefore, the system, in this dimension of operation, was not robust enough to absorb these variations. Additionally, the three points (marked with arrows) with the lowest elimination capacity (two in 2.4 min and one in 1.6 min of EBRT) was affected by the weather which reached 39 °C in the first case and 27 °C in the second case, destabilizing the process due to temperature sensitivity.
The temperature effect was analyzed in the first 70 days of operation and as shown in Figure 7a, all ranges of temperatures presented Inlet Loads between 8 and 23 gS·m−3·h−1 and also reached ECs higher than 14 gS·m−3·h−1 in the operational conditions. It is important to emphasize that despite presenting similar EC behavior for all temperature ranges, the highest RE and lowest variations were obtained for temperatures from 35.5 to 36.7 °C, and temperatures outside this range presented both high distancing from the 100% line and more variations, showing that the system may be outside its optimal condition. This is an important factor for biological H2S removal systems and the optimum obtained was 36 ± 0.7 °C in which the RE observed was 95.72 ± 4.50%. Temperature ranges from 30.0 to 35.2 °C presented REs of 76.31 ± 13.92% and temperatures higher than 36.7 °C demonstrated a RE of 83.50 ± 21.65% (Figure 7b).
The results obtained using PVC pieces, as an alternative support, presented similar removal efficiency when compared to commercial supports. Table 3 shows a comparison of operation parameters and results from the present work with another study using the same reactor filled with OPUF as support material [19]. It is possible to observe that, for most of the operating time, the biotrickling filter packed with OPUF was operated under low IL and the biotrickling filter with PVC under high IL and despite this, the latter reached similar RE. As a comparison, the system with PVC when submitted to lower IL (12.82 ± 2.47 gS·m−3·h−1) at an EBRT of 1.6 min showed an RE of 87.18%. Other alternative support materials such as “Raschig Ceramic Rings”, presented a lower RE (75%) under similar operational conditions [37].
The IL applied to the PVC system was from 4 to 6.75 times higher than that applied to the OPUF system, providing conditions to reach 84.4 gS·m−3·h−1 of EC, 6 times higher than the EC obtained using OPUF under lower IL. Although under optimal conditions, both PVC and OPUF reached RE values higher than 95%, what is remarkable is that PVC presented this RE even under an IL 137 times higher than OPUF. Both systems, even in the small dimensions studied, demonstrated robustness with high elimination capacity under real industrial conditions, which means seasonal differences in temperature, operation problems, and not controlling the H2S concentration coming from the treatment plant. It is worth highlighting PVC as an alternative packing material for potential application in larger scales, reducing the initial process costs, which has a high impact considering the amount of packing material required for higher inlet load from real industrial sources

4. Conclusions

The use of biotrickling filtration as a biological technology for biogas biodesulfurization is consolidated as an effective and promising alternative. Nevertheless, the cost savings for the application of this technology, especially in developing countries, is a concern for researchers in order to make it accessible to a greater number of companies. The challenge is to find a packing material with the necessary features for this operation. In a comparative study in columns utilizing four different packing materials, strips of Polyvinyl Chloride (PVC) presented similar efficiency to OPUF, a recognized packing material for decontamination of gases. PVC-biotrickling filter was compared with OPUF- biotrickling filter. Although both had the same dimensions, each filter was assembled in a different place; the PVC-biotrickling filter was coupled to an output of H2S from a Sewage Treatment Plant (Matão, São Paulo, Brazil) and the other coupled to a wastewater treatment plant of a brewery. Both biotrickling filters presented high elimination capacity; however, the PVC-biotrickling filter was submitted to more aggressive conditions, such as higher IL and temperature variations, maintaining good performance throughout operation time. Thus, PVC can be stated as a potential low-cost packing material for decontamination of industrial gases containing H2S in a biotrickling filter system.

Author Contributions

D.B. and R.d.B.S.G. conceived and designed the experiments. S.P.T. and L.F.H. performed the experiments. All authors contributed to analyses of data. S.P.T., R.d.B.S.G. and D.B. wrote the paper.

Funding

This research was funded by FAPESP, grant number 2014/22710-2 and 2016/01299-8.

Acknowledgments

The authors wish to thank FAPESP for funding this work through the project 2014/22710-2 and for fellowships to SPT (2016/01299-8) and LFH (2015/24990-5). The authors declare that they not received funds for covering the costs to publish in open access.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Santos, I.F.S.D.; Barros, R.M.; Tiago Filho, G.L. Electricity generation from biogas of anaerobic wastewater treatment plants in Brazil: An assessment of feasibility and potential. J. Clean. Prod. 2016, 126, 504–514. [Google Scholar] [CrossRef]
  2. Abatzoglou, N.; Boivin, S. A review of biogas purification processes. Biofuels Bioprod. Biorefining 2009, 3, 42–71. [Google Scholar] [CrossRef]
  3. Deshusses, M.A.; Cox, H.H.J. A cost benefit approach to reactor sizing and nutrient supply for biotrickling filters for air pollution control. Environ. Prog. 1999, 18, 188–196. [Google Scholar] [CrossRef]
  4. Schieder, D.; Quicker, P.; Schneider, R.; Winter, H.; Prechtl, S.; Faulstich, M. Microbiological removal of hydrogen sulfide from biogas by means of a separate biofilter system: Experience with technical operation. Water Sci. Technol. 2003, 48, 209–212. [Google Scholar] [CrossRef] [PubMed]
  5. Jaber, M.B.; Couvert, A.; Amrane, A.; Le Cloirec, P.; Dumont, E. Hydrogen sulfide removal from a biogas mimic by biofiltration under anoxic conditions. J. Environ. Chem. Eng. 2017, 5, 5617–5623. [Google Scholar] [CrossRef] [Green Version]
  6. Cohen, Y. Biofiltration—The treatment of fluids by microorganisms immobilized into the filter bedding material: a review. Bioresour. Technol. 2001, 77, 257–274. [Google Scholar] [CrossRef]
  7. Soreanu, G.; Béland, M.; Falletta, P.; Ventresca, B.; Seto, P. Evaluation of different packing media for anoxic H2S control in biogas. Environ. Technol. 2009, 30, 1249–1259. [Google Scholar] [CrossRef]
  8. Gabriel, D.; Cox, H.H.J.; Deshusses, M.A. Conversion of Full-Scale Wet Scrubbers to Biotrickling Filters for Control at Publicly Owned Treatment Works. J. Environ. Eng. 2004, 130, 1110–1117. [Google Scholar] [CrossRef]
  9. Fernández, M.; Ramírez, M.; Pérez, R.M.; Gómez, J.M.; Cantero, D. Hydrogen sulphide removal from biogas by an anoxic biotrickling filter packed with Pall rings. Chem. Eng. J. 2013, 225, 456–463. [Google Scholar] [CrossRef] [Green Version]
  10. Montebello, A.M.; Bezerra, T.; Rovira, R.; Rago, L.; Lafuente, J.; Gamisans, X.; Campoy, S.; Baeza, M.; Gabriel, D. Operational aspects, pH transition and microbial shifts of a H 2 S desulfurizing biotrickling filter with random packing material. Chemosphere 2013, 93, 2675–2682. [Google Scholar] [CrossRef]
  11. Qiu, X.; Deshusses, M.A. Performance of a monolith biotrickling filter treating high concentrations of H2S from mimic biogas and elemental sulfur plugging control using pigging. Chemosphere 2017, 186, 790–797. [Google Scholar] [CrossRef] [PubMed]
  12. Fortuny, M.; Baeza, J.A.; Gamisans, X.; Casas, C.; Lafuente, J.; Deshusses, M.A.; Gabriel, D. Biological sweetening of energy gases mimics in biotrickling filters. Chemosphere 2008, 71, 10–17. [Google Scholar] [CrossRef] [PubMed]
  13. Moe, W.M.; Irvine, R.L. Polyurethane foam medium for biofiltration I: Characterization. J. Environ. Eng. 2000, 126, 826–832. [Google Scholar] [CrossRef]
  14. Lisiecki, J.; Blazejewicz, T.; Klysz, S. Selected properties of auxetic foams made in AFIT. Tech. News 2011, 27, 42–45. [Google Scholar]
  15. Loy, J.; Heinrich, K.; Egerer, B. Influence of filter material on the elimination rate in a biotrickling filter bed. In Proceedings of the 90th Annual Meeting and Exhibition of the Air and Waste Management Association, Toronto, ON, Canada, 8–13 June 1997; Air and Waste Management Association: Pittsburgh, PA, USA, 1997. [Google Scholar]
  16. Fernández, M.; Rámirez, M.; Pérez, R.M.; Rovira, R.; Gabriel, D.; Gómez, J.M.; Cantero, D. Hydrogen sulfide (H2S) removal from biogas using biofiltration under anoxic conditions. In Proceedings of the Duke UAM 2010 Conference Biofiltration Air Pollution Control, Washington, DC, USA, 28–29 October 2010; Volume 6. [Google Scholar]
  17. Montebello, A.M.; Fernández, M.; Almenglo, F.; Ramírez, M.; Cantero, D.; Baeza, M.; Gabriel, D. Simultaneous methylmercaptan and hydrogen sulfide removal in the desulfurization of biogas in aerobic and anoxic biotrickling filters. Chem. Eng. J. 2012, 200–202, 237–246. [Google Scholar] [CrossRef]
  18. Fernández, M.; Ramírez, M.; Gómez, J.M.; Cantero, D. Biogas biodesulfurization in an anoxic biotrickling filter packed with open-pore polyurethane foam. J. Hazard. Mater. 2014, 264, 529–535. [Google Scholar] [CrossRef] [PubMed] [Green Version]
  19. Guerrero, R.B.; Bevilaqua, D. Biotrickling Filtration of Biogas Produced from the Wastewater Treatment Plant of a Brewery. J. Environ. Eng. 2015, 141, 04015010-1–04015010-7. [Google Scholar] [CrossRef]
  20. Almenglo, F.; Bezerra, T.; Lafuente, J.; Gabriel, D.; Ramírez, M.; Cantero, D. Effect of gas-liquid flow pattern and microbial diversity analysis of a pilot-scale biotrickling fi lter for anoxic biogas desulfurization. Chemosphere 2016, 157, 215–223. [Google Scholar] [CrossRef] [PubMed]
  21. Almenglo, F.; Ramírez, M.; Gómez, J.M.; Cantero, D. Operational conditions for start-up and nitrate-feeding in an anoxic biotrickling filtration process at pilot scale. Chem. Eng. J. 2016, 285, 83–91. [Google Scholar] [CrossRef]
  22. Moran, S. An Applied Guide to Water and Effluent Treatment Plant Design; Moran, S., Ed.; Butterworth-Heinemann: Oxford, UK, 2018; ISBN 9780128113103. [Google Scholar]
  23. Tomas, M.; Fortuny, M.; Lao, C.; Gabriel, D.; Lafuente, J.; Gamisans, X. Technical and economical study of a full-scale biotrickling filter for H2S removal from biogas. Water Pract. Technol. 2009, 4, 2. [Google Scholar] [CrossRef]
  24. López, L.R.; Bezerra, T.; Mora, M.; Lafuente, J.; Gabriel, D. Influence of trickling liquid velocity and flow pattern in the improvement of oxygen transport in aerobic biotrickling filters for biogas desulfurization. J. Chem. Technol. Biotechnol. 2016, 91, 1031–1039. [Google Scholar] [CrossRef]
  25. López, L.R.; Brito, J.; Mora, M.; Almenglo, F.; Baeza, J.A.; Ramírez, M.; Lafuente, J.; Cantero, D.; Gabriel, D. Feedforward control application in aerobic and anoxic biotrickling filters for H2S removal from biogas. J. Chem. Technol. Biotechnol. 2018, 93, 2307–2315. [Google Scholar] [CrossRef]
  26. López, L.R.; Dorado, A.D.; Mora, M.; Gamisans, X.; Lafuente, J.; Gabriel, D. Modeling an aerobic biotrickling filter for biogas desulfurization through a multi-step oxidation mechanism. Chem. Eng. J. 2016, 294, 447–457. [Google Scholar] [CrossRef] [Green Version]
  27. Montebello, A.M.; Baeza, M.; Lafuente, J.; Gabriel, D. Monitoring and performance of a desulphurizing biotrickling filter with an integrated continuous gas/liquid flow analyser. Chem. Eng. J. 2010, 165, 500–507. [Google Scholar] [CrossRef]
  28. Fortuny, M.; Gamisans, X.; Deshusses, M.A.; Lafuente, J.; Casas, C.; Gabriel, D. Operational aspects of the desulfurization process of energy gases mimics in biotrickling filters. Water Res. 2011, 45, 5665–5674. [Google Scholar] [CrossRef] [PubMed]
  29. Vikromvarasiri, N.; Champreda, V.; Boonyawanich, S.; Pisutpaisal, N. Hydrogen sulfide removal from biogas by biotrickling filter inoculated with Halothiobacillus neapolitanus. Int. J. Hydrog. Energy 2017, 42, 18425–18433. [Google Scholar] [CrossRef]
  30. Gabriel, D.; Deshusses, M.A. Retrofitting existing chemical scrubbers to biotrickling filters for H2S emission control. Proc. Natl. Acad. Sci. USA 2003, 100, 6308–6312. [Google Scholar] [CrossRef] [PubMed]
  31. Cano, P.I.; Colón, J.; Ramírez, M.; Lafuente, J.; Gabriel, D.; Cantero, D. Life cycle assessment of different physical-chemical and biological technologies for biogas desulfurization in sewage treatment plants. J. Clean. Prod. 2018, 181, 663–674. [Google Scholar] [CrossRef]
  32. Hidalgo, L.F.; Santos, J.L.; Tayar, S.P.; Sarti, A.; Palmieri, M.C.; Guerrero, R.B.S.; Bevilaqua, D. Evaluation of substrate consumption kinetics in different support materials for biotrickling filters aiming biogas desulfurization. Solid State Phenom. 2017, 262 SSP, 682–686. [Google Scholar] [CrossRef]
  33. Solcia, R.B.; Ramírez, M.; Fernández, M.; Cantero, D.; Bevilaqua, D. Hydrogen sulphide removal from air by biotrickling filter using open-pore polyurethane foam as a carrier. Biochem. Eng. J. 2014, 84, 1–8. [Google Scholar] [CrossRef]
  34. Rodier, J.; Geofray, C.H. Análisis de Las Aguas. Aguas Naturales, Aguas Residuales, Agua de Mar, 3rd ed.; Omega: Barcelona, Spain, 1998. [Google Scholar]
  35. APHA/AWWA/WEF. Standard Methods for Examination of Water and Wastewater, 21st ed.; American Public Health Association: Washington, DC, USA, 2005. [Google Scholar]
  36. Ramírez, M.; Fernández, M.; Granada, C.; Le Borgne, S.; Gómez, J.M.; Cantero, D. Biofiltration of reduced sulphur compounds and community analysis of sulphur-oxidizing bacteria. Bioresour. Technol. 2011, 102, 4047–4053. [Google Scholar] [CrossRef] [PubMed] [Green Version]
  37. Ziemiński, K.; Kopycki, W.J. Impact of Different Packing Materials on Hydrogen Sulfide Biooxidation in Biofilters Installed in the Industrial Environment. Energy Fuels 2016, 30, 9386–9395. [Google Scholar] [CrossRef]
Figure 1. Packing materials: (a) PVC; (b) PET; (c) Teflon®; (d) OPUF.
Figure 1. Packing materials: (a) PVC; (b) PET; (c) Teflon®; (d) OPUF.
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Figure 2. Experimental system: (A) Glass columns packed with different support materials; (B) water bath that maintained the temperature of the trickling medium at 35 °C; and (C) four-channel peristaltic pump.
Figure 2. Experimental system: (A) Glass columns packed with different support materials; (B) water bath that maintained the temperature of the trickling medium at 35 °C; and (C) four-channel peristaltic pump.
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Figure 3. Representation of the biotrickling filter, adapted from Guerrero and Bevilaqua [19].
Figure 3. Representation of the biotrickling filter, adapted from Guerrero and Bevilaqua [19].
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Figure 4. Thiosulfate Removal efficiency and biomass immobilized on the packing material after 10 cycles.
Figure 4. Thiosulfate Removal efficiency and biomass immobilized on the packing material after 10 cycles.
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Figure 5. Removal efficiency and inlet and outlet loads during 111 days of biotrickling filter operation.
Figure 5. Removal efficiency and inlet and outlet loads during 111 days of biotrickling filter operation.
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Figure 6. Elimination capacity of the biotrickling filter under different EBRTs.
Figure 6. Elimination capacity of the biotrickling filter under different EBRTs.
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Figure 7. Effect of temperature on the (a) elimination capacity and (b) removal efficiency. The data include inter-quartile deviations and medians (larger box), (□) average values, (x) outliers and (-) maximum (upper whisker) and minimum (lower whisker) limits of non-discrepant values.
Figure 7. Effect of temperature on the (a) elimination capacity and (b) removal efficiency. The data include inter-quartile deviations and medians (larger box), (□) average values, (x) outliers and (-) maximum (upper whisker) and minimum (lower whisker) limits of non-discrepant values.
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Table 1. Packing material characteristics.
Table 1. Packing material characteristics.
Packing MaterialSpecific Surface Area (m2·m−3)Density (kg·m−3)Porosity (%)Reference
Lava rocks200 ± 50--[7]
Plastic fibers650 ± 50--[7]
Open pore polyurethane foam6003597[8]
Polypropylene pall rings32011088[9]
Metallic Pall rings515520-[10]
Honeycomb620-88[11]
Table 2. Packing material characteristics [32].
Table 2. Packing material characteristics [32].
MaterialSurface Area (m2·g−1)
PVC0.432
PET0.443
Teflon0.909
OPUF6.694
Table 3. Comparison of results from different parameters in a biotrickling filter packed with PVC pieces and OPUF.
Table 3. Comparison of results from different parameters in a biotrickling filter packed with PVC pieces and OPUF.
ParameterPVC Pieces Present StudyOPUF [18]
Energy source for immobilizationH2S from biogasNa2S2O3·5H2O
Nitrate concentration (g·N-NO3·L−1)0.25–8.00.25–2.0
EBRT (min)1.6, 2.4 and 4.81.6, 2.9 and 6.2
TLV (m·h−1)8–114.4, 7.4 and 11
Temperature (°C)24–4022–47
H2S Inlet Load (gS·m−3·h−1)8–1082–16
Elimination Capacity (gS·m−3·h−1)84.414
Removal Efficiency (%)95.72 (IL = 67.38 ± 17.74 gS·m−3·h−1), EBRT = 1.6 min)98 (IL = 6.13 ± 0.49 gS·m−3·h−1, EBRT = 2.9 min)

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Tayar, S.P.; Guerrero, R.d.B.S.; Hidalgo, L.F.; Bevilaqua, D. Evaluation of Biogas Biodesulfurization Using Different Packing Materials. ChemEngineering 2019, 3, 27. https://doi.org/10.3390/chemengineering3010027

AMA Style

Tayar SP, Guerrero RdBS, Hidalgo LF, Bevilaqua D. Evaluation of Biogas Biodesulfurization Using Different Packing Materials. ChemEngineering. 2019; 3(1):27. https://doi.org/10.3390/chemengineering3010027

Chicago/Turabian Style

Tayar, Samir Prioto, Renata de Bello Solcia Guerrero, Leticia Ferraresi Hidalgo, and Denise Bevilaqua. 2019. "Evaluation of Biogas Biodesulfurization Using Different Packing Materials" ChemEngineering 3, no. 1: 27. https://doi.org/10.3390/chemengineering3010027

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