Combined hydrothermal and free nitrous acid, alkali and acid pretreatment for biomethane recovery from municipal sludge
Introduction
Recent statistics show that the EU, North America and China are producing 12, 8 and 3 million dry tonnes of sludge annually, respectively, and this continues to increase steadily (Kor-Bicakci and Eskicioglu, 2019). Typically, sludge is disposed via land application, landfilling, incineration, composting, recycling for fuel and construction, and anaerobic digestion (AD) (Gude, 2015, Kor-Bicakci and Eskicioglu, 2019). The management of sewage sludge (primary and activated sludge), including disposal, can contribute from 20% to 60% of the operating costs of wastewater treatment plants (WWTP). Increasing costs of sludge management is driving the efforts to reduce sludge production, increase treatment efficiency, and enhance the sludge reuse/valorization (Zhang et al., 2017). Changing legislative requirements in many countries and the global shift towards promoting a circular economy (Gherghel et al., 2019) are important forces of change.
AD is a well-known and longstanding technology for sludge treatment and valorization in the form of biogas production. However, the application of this technology is limited by the biodegradability of the substrate during the first stage of AD, hydrolysis (Appels et al., 2008). The bound water content of waste activated sludge, an assemblage of complex aggregates of microorganisms and extracellular polymeric substances (EPS), imposes challenges in treatment that would require long retention times and low yields and rates biogas production (Chen et al., 2018, Zhen et al., 2017).
Pretreatment technologies have been studied extensively to improve hydrolysis during AD of sludge. Various methods include biological approaches (enzymatic, temperature phased AD, electro-methanogenesis), thermos-mechanical methods (ultrasonic, microwave), and chemical treatments (acid, alkali, ozonation, Fenton). Research has also been conducted on combinations of these pretreatments to improve the cost effectiveness of treatment, environmental impact, biogas production and solids destruction (Zhen et al., 2017).
Hydrothermal pretreatment (HTP), also referred to as thermal hydrolysis, has emerged as a well-established technology in sludge management. HTP disintegrates the EPS and the microbial cell walls in activated sludge to convert the bound water into free water and release intracellular organic matter (Yuan et al., 2019). The effects of HTP on sludge include reduced viscosity, reduced pathogen content and increased biodegradability (Jeong et al., 2019).
HTP involves subjecting substrates to high temperatures between 60 and 275 °C at high pressures for contact times ranging between 10 min and a few hours (Ahmad et al., 2018). The application of higher temperatures or extended contact time in HTP can lead to the production of refractory compounds and toxic materials such as ammonia at inhibitory concentrations which reduce biodegradability of the sludge (Barber, 2016) . As such, optimal temperatures and retention times to improve the biodegradability of sludge while avoiding reactions that produce compounds of low degradability are reported in literature in the range of 160 to 180 °C and 20 to 40 min, respectively (Barber, 2016). Table 1 (part a) lists recent studies on the application of HTP to sludge management.
Combining HTP with chemical pretreatment can produce synergistic effects of the individual pretreatments that enhances the disintegration and biodegradability of sludge (Li et al., 2017). Such combinations reduce the input chemical, temperature and residence time required while improving biodegradability. Published studies suggests alkali combined with HTP appears to be one of the most common approach for sludge pretreatment. On the other hand, HTP has also been combined with acid, ultrasonic, and enzyme pretreatments to enhance the biodegradability of other recalcitrant substrates like papermill sludge and algae (Bayr et al., 2013, Cheng et al., 2019). Table 1 part (b) lists recent studies on combined hydrothermal and chemical pretreatment.
Free Nitrous Acid (FNA or HNO2) is a biocidal chemical that exists in acidic conditions in equilibrium with nitrite. FNA is particularly attractive for advancing the circular economy since it can be produced from partial nitritration of digestate liquor, which is rich in ammonium, and pH control (Law et al., 2015). FNA pretreatment disintegrates EPS and cell membranes which improves solubilization, digestibility of sludge and methane production. Studies (Table 1 (part c) have showed up to 50% improvement in hydrolysis rate, 60% improvement in solubilisation, and 37% enhancement of methane production, while applying FNA pretreatment using concentrations ranging from 0.15 to 6.1 mg HNO2-N/L for 4 to 24 h (Duan et al., 2020, Meng et al., 2020, Wang et al., 2013, Zahedi et al., 2018). There has also been some evidence that FNA and its derivatives react with refractory solubilized material making them more biodegradable (Qilin Wang et al., 2013b). FNA pretreatment of WAS at 1.8 mg HNO2-N/L has also been shown to reduce sludge viscosity which increases treatment plant capacity, improved dewaterability of the digested sludge leading to reductions in cost, and up to 2.1 log pathogen reduction (Wei et al., 2017). However, FNA pretreatment of sludge for AD is not sufficient to produce class A biosolids. Pretreatment will need to be combined with other technologies or further treatment required to achieve such high quality. For example, in combination with a low temperature of 55 °C, FNA led to 4.5 log inactivation of fecal coliforms (Wang et al., 2014). Another limitation of FNA pretreatment is the long contact time required as it typically needs 12 to 24 h for noticeable improvements in VS destruction and methane production.
An opportunity exists to combine the advantages of HTP and FNA to develop a pretreatment technology with high solubilization with better biodegradability, lower contact time and temperatures to improve the methane potential of sludge while maintaining economic feasibility and circularization in treatment facilities. The effect of combined FNA with HTP pretreatment on the AD process has not been investigated broadly (Wang et al., 2014). Also, HTP + FNA pretreatment has not been compared with other thermochemical pretreatments. As such in this study, in addition to the investigation of combined HTP and alkali and HTP and acid, the impact of combined FNA and HTP pretreatment on the solubilization and biodegradability of TWAS was compared to sole HTP and chemical pretreatments.
Section snippets
Substrate and inoculum
Thickened waste activated sludge (TWAS) was the primary feed for this study. TWAS was obtained from Ash-bridge Wastewater Treatment facility (AWWTP), Toronto, Ontario. Substrate used for this study was collected after secondary treatment and thickening.
The inoculum used was also obtained from a digester in the same plant, AWWTP, fed with TWAS and primary sludge at organic loading rate of approximately 1.1 kg TVS/m3 (City of Toronto, 2009). To eliminate interference of background methane
Sludge disintegration
SCOD concentration of raw and pretreated TWAS are shown in Fig. 1 (a). Results revealed that application of both single and combined pretreatment improved the SCOD concentration in TWAS significantly compared to the Raw (p < 0.005). Fig. 1(b) illustrates the COD solubilization under various pretreatments including hydrothermal, chemical, and combined hydrothermal and chemical methods. As shown in the Figure, combined pretreatments resulted in higher COD solubilization of 39% compared to the
Conclusion
Results of current study revealed that combined hydrothermal and chemical pretreatment specifically with FNA as a relatively new chemical reagent has great potential for biomethane recovery from municipal sludge. Combined pretreatments are associated with higher solubilization and methane production compared to the single hydrothermal or chemical pretreatment and raw TWAS. Among all combined retreatments HTP + FNA pretreatment demonstrated highest COD solubilization of 40% and methane
Declaration of Competing Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgments
The financial support from the Natural Sciences and Engineering Research Council (NSERC), grant number: RGPIN-2016-04122. The authors also thank the Ashbridge Bay Wastewater Treatment Facility for providing logistic supports throughout this research.
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