A Review of Phosphorus Removal Technologies and Their Applicability to Small-Scale Domestic Wastewater Treatment Systems
- 1School of Engineering, Newcastle University, Newcastle upon Tyne, United Kingdom
- 2Northumbrian Water Limited, Durham, United Kingdom
The removal of phosphorus (P) from domestic wastewater is primarily to reduce the potential for eutrophication in receiving waters, and is mandated and common in many countries. However, most P-removal technologies have been developed for use at larger wastewater treatment plants that have economies-of-scale, rigorous monitoring, and in-house operating expertise. Smaller treatment plants often do not have these luxuries, which is problematic because there is concern that P releases from small treatment systems may have greater environmental impact than previously believed. Here P-removal technologies are reviewed with the goal of determining which treatment options are amenable to small-scale applications. Significant progress has been made in developing some technologies for small-scale application, namely sorptive media. However, as this review shows, there is a shortage of treatment technologies for P-removal at smaller scales, particularly sustainable and reliable options that demand minimal operating and maintenance expertise or are suited to northern latitudes. In view of emerging regulatory pressure, investment should be made in developing new or adapting existing P-removal technologies, specifically for implementation at small-scale treatment works.
Phosphorus (P) releases due to anthropogenic activity promote eutrophication in aquatic ecosystems. For example in the UK, the main sources of P entering rivers are sewage effluent and agricultural run-off (Bowes et al., 2015) with up to 70% being attributed to sewage discharges (EA, 2015). This reality has resulted in tightening P discharge standards and increased pressure on the water industry to reduce P loads entering rivers, particularly to ecologically sensitive locations (EC, 2000; UKTAG, 2013). As such, targeted P-removal has become increasingly common in large, urban wastewater treatment plants (WWTPs). However, sensitive watercourses also can be in more remote locations, receiving P discharges from smaller WWTPs. Further, wastewater from smaller communities is often treated less rigorously (Molinos-Senante et al., 2014; Lutterbeck et al., 2017) and the potential negative impacts of P release from small treatment works may be underestimated (Bowes et al., 2015; May et al., 2015).
The removal of P from wastewater can be performed using physico-chemical methods, biological treatment, and/or combinations of both, and many large-scale techniques are well established (Yeoman et al., 1988). However, translating such technologies to effective use at smaller scales has rarely been done and, as such, there is little information regarding the implementation and-or success of such systems. Small-scale treatment plants are different in that they may be less accessible than larger urban facilities; influent flows tend to be much more variable and subject to wider seasonal fluctuations; they are less rigorously managed and monitored; and wastewater composition often differs from urban sources. However, recovering P from WWTP effluent has high value, especially with growing P-limitation on global scales (see Figure 1). Nevertheless, this aspiration may not be economically or logistically feasible in small WWTPs, given traditional P-recovery technologies.
Figure 1. Human P cycle. Solid lines denote the following flows: (1) mining of naturally occurring P mineral; (2) use of P for agriculture (e.g., in fertilizers); (3) P use in food (e.g., as a constituent or preservative); (4) P in human excreta; (5) P discharged to the environment as a result of inefficient P-removal in wastewater treatment; (6) P in agricultural run-off resulting in diffuse pollution (6). Dashed lines show the material flow option that closes the cycle via P recovery from wastewater (7). Losses are Adapted from Childers et al. (2011).
Within this context, here we examine currently available and also emerging P-removal processes for possible application at smaller scales. For this review, we consider any WWTP with a population equivalent of <250 (~50 m3/day in the UK), to be “small”. This size implies lower maintenance, more variable feed-flow conditions and usually rural and/or remote sites (see Figure 2). The review first describes different treatment technologies used at larger scales and associated mechanisms of P removal. The paper then considers which mechanisms might be exploited to deliver reliable P removal in smaller systems, including Enhanced Biological P removal (EBPR), algal-based processes and passive, physico-chemical mechanisms, analyzing their pros, cons and their underpinning science. Finally, recommendations are made relative to directions for new work, especially research and development needed to create sustainable P removal in smaller systems in the future.
Figure 2. Possible P treatment options for application at small-scales. Technologies in red are more often found in smaller or decentralized treatment locations.
Physico-Chemical Phosphorus Removal Options
Physico-chemical processes of P removal have been used for P control for many years. Such processes are generally reliable and effective, however, they are not without limitations. For example, some can affect the pH of the effluent, many require addition of chemicals before final discharge, and physico-chemical solutions often need additional processing steps due to the production of extraneous solids during treatment (Cornel and Schaum, 2009). Most processes include precipitation, sorption and/or ion exchange mechanisms, which are summarized below.
Chemical Dosing to Promote P-Precipitation
The most common chemical P-removal options involve dosing metal salts to either pre-treated influent, conventional activated sludge (CAS) reactors, or to the outlet from the secondary clarifier (Cornel and Schaum, 2009; Oleszkiewicz et al., 2015).
Mechanism of P-Precipitation
The added salt (e.g., trivalent metal salts, ferric chloride) precipitates P in the wastewater and resulting solids residuals are removed either by settling under gravity or by filtration. Whilst resulting precipitates may be rich in P, separation of chemically-bonded P can be difficult, making efficient P-recovery unlikely for further use (Oleszkiewicz et al., 2015). This presents a disadvantage over biological P removal systems because it limits the economic benefits of downstream uses for the P-rich sludge. Although work has been performed to provide more controlled precipitation (e.g., as struvite) (Le Corre et al., 2009) and several commercial solutions exist, such approaches have had variable success. Further, P removal rates are typically proportional to the mass of chemical added, which impacts the amount of extra solids produced; therefore, there are intrinsic cost-benefits to the amount of salt used and the method of solids separation used. P effluent concentrations of 1 mg/L can be achieved by conventional gravity settling (Burton et al., 2014). However, stricter effluent standards will generally demand more sophisticated separation techniques.
Application of P-Precipitation and the Management of Solids
It has been suggested that due to several bi-reactions, the amount of salt required to achieve the desired P removal rate is greater than the stoichiometric ratio and up to double (Whalley et al., 2013). Thus, the solids production associated with chemical dosing may present an interesting sustainability issue. Unlike larger-scale sites, small-scale treatment works may not have the space or infrastructure to support on-site sludge management. Therefore, sludge must be transported to regional sludge management facilities and the environmental cost-benefit of such activities must be analyzed. One benefit of extra sludge production is the opportunity for biogas production through anaerobic digestion. It has been suggested, however, that the use of chemical-rich sludge may limit biogas productivity (Parsons and Smith, 2008). This is of particular concern at small-scale treatment works where sludge production is likely to be relatively low (even with chemical dosing) and so the productivity of the digestion must be maximized to warrant the environmental and economic cost associated with sludge transport and management.
Techniques including filtration and tertiary-ballasted flocculation, are sometimes combined with metal salt dosing to achieve lower P effluent levels with less salt addition. Recent advances (e.g., Mitchell and Ullman, 2016; Wang et al., 2018) in the use of such technologies have suggested total phosphorus (TP) concentrations of <0.05 mg/L can be achieved. However, this was only possible with long hydraulic residence times within the coagulation tanks and the use of multi-phase tertiary treatment solutions.
Chemical dosing is generally reliable and widely accepted, therefore it is the most commonly used P-treatment option. However, it is unsuitable for small-scale plants for various reasons. First, footprints for chemical storage and accessibility for regular deliveries may be limited. Further, variability of the influent pH at small works is not widely reported, and the effectiveness and reliability of P removal may be difficult to predict. This is particularly relevant because of “shock loading” phenomena typically observed at small-scale treatment systems (Chong et al., 2011). Whilst this could, in some cases, be somewhat mitigated against by the use of flow balancing tanks, there is no “one-size-fits-all” solution due to space or infrastructure constraints often associated with small-scale systems. Additionally, pH adjustment, typically using sodium or potassium hydroxide, is often needed with metal salt addition, creating operating complexity and skill, which is often not available in small-scale systems. Finally, handling and storage of caustic substances and excess solids generated as a consequence of metal salt additions makes chemical precipitation by itself typically impractical for smaller scale applications.
Absorptive Media for P-Removal
In recent years, much work has been done to improve P removal in filter systems using active media (e.g., Drizo et al., 2006; Shilton et al., 2006; Gustafsson et al., 2008; Herrmann et al., 2014). In contrast to traditional filtration systems, reactive media filters rely on P-sorption properties of certain materials to remove P in a targeted manner from wastewater (Arias et al., 2003), rather than using filter media solely for attachment of biomass. Absorptive media are manufactured from either, natural products (e.g., apatite, bauxite or limestone), industrial waste products (e.g., fly-ash, ochre or steel slag) or man-made products (e.g., FiltraliteTM). There are several commercially available products of which the most widely studied is Polonite. Renman and Renman (2010) report a phosphate removal rate of 91% when using Polonite to treat municipal wastewater over 1 year with a P-sorption capacity of 120 g/kg. However, the performance of such materials over longer periods requires more investigation. For example, Shilton et al. (2006) report significantly reduced P-removal in the latter portion of their 10-year study.
Mechanisms of P-Sorption
P is removed by filter media by the process of sorption or by direct precipitation. Briefly, this involves the movement of inorganic P from the wastewater to the surface or body of reactive components (e.g., calcium or iron) contained in the media, where is accumulates (Brix et al., 1999). The P removal capacity is therefore, dependent on the mineral content of the media. Early work on P removal by sorptive media focussed on the use of locally sourced sands and gravel (e.g., Mann and Bavor, 1993). More recently, the development of a wide variety of natural or man-made materials has advanced the potential for the application of this technology at small-scale.
Application of Absorptive Media
Much work has focused on reducing the footprint and enhancing the functionality of processes that include P sorption mechanisms, such as in constructed wetlands (Brix et al., 1999; Drizo et al., 1999; Arias et al., 2003; Arias and Brix, 2004; Vymazal, 2007); a treatment option with potential for P-removal at smaller scales (Herrmann et al., 2014). Constructed wetlands are favorable as P uptake can be achieved through microbial and plant uptake, in addition to adsorption by media (Vymazal, 2007; Reddy et al., 2010). While the removal of P in wetlands without the use of absorptive media is restricted to 40–60% (Vymazal, 2007), such systems are fairly well understood and flexibility in configurations means that they may be suitable for a wide range of applications, being able to achieve the simultaneous removal of multiple contaminants (beyond just P).
The advantages of “adsorptive” wetlands include the potential for low operational maintenance, an “aesthetically” pleasing planted wetland, and the ability of such systems to also reduce biological oxygen demand (BOD) and ammonium levels (Drizo et al., 1999). Therefore, wetlands constructed with sorptive filter media can provide a holistic treatment solution and in this regard are comparable with EBPR systems (see section Biological Phosphorus Removal Options), with the removal of multiple contaminants by a combination of precipitation, microbial activity and plant uptake.
In their extensive review of wetland media for P removal, Vohla et al. (2011) found that industrial by-products and some man-made media provide the best P sorption capacity, the former being more desirable from a sustainability perspective. It is noted, however, that constructed wetlands often require a continuous flow of water (Massoud et al., 2009), which may limit their application in very small-scale applications. The use of balancing tanks may go some way to negate this, within the constraints of space and cost. Further, the optimal loading rate for many sorptive media is not known (Vohla et al., 2011). In an effort to overcome this problem as well as to broaden the potential application, sorptive media has been incorporated into stand-alone filtration systems (Arias et al., 2003; Renman and Renman, 2010). Such applications share the advantages of other modular systems where they can be maintained or replaced without disruption to the rest of the treatment process.
In spite of the potential that filter media presents for effective P removal, there are some substantial limitations to the technology. The primary cause for concern is the influence on pH and the costs associated with correcting this. Recent work to thermally or chemically pre-treat media to overcome this hurdle presents promise (Yin et al., 2017), however, the approach has not yet been proven at full-scale or over a sustained period of time.
Ion Exchange Technologies
Ion exchange technologies are well established and used in many contexts, including desalination and the deionization of water (Awual and Jyo, 2011). The principle of ion exchange also can be applied to the removal of P from wastewater and some suggest the technology may be particularly suitable for use at decentralized locations (Zhao and Sengupta, 1998). Whilst not as widely studied or applied as other physico-chemical P removal methods, the highly selective nature of some exchange media means that their consideration is warranted.
Mechanisms of Ion Exchange for P Removal
The predominant form of P in wastewater effluent is anionic. Phosphate ions are reversibly interchanged between the liquid wastewater and the solid ion exchanger, offering simultaneous removal and recovery (Martin et al., 2009). Immobilised particles of a metal cation typically form the polymer exchange base, termed a polymeric ligand exchanger, on to which P-selective nanoparticles (e.g., ferric oxide) are placed (Zhao and Sengupta, 1998). This approach causes the selection for P anions in wastewater over other “competing” ions, such as sulfates or chlorides. This traditionally proves difficult due to the relatively low abundance of phosphate ions in wastewater effluents, compared to competing species.
Application of Ion Exchange for P Removal
Performance of traditional ion exchangers is governed by the valence and weight of the ion in question, but due to relatively low concentration of phosphate ions in wastewater, early attempts to implement the technology were unsuccessful (Nesbitt, 1969). More recent attempts have improved efficiency through pre-treatment of ion exchange media, for example with ferric oxide or aluminum hydroxide, to increase selectivity for phosphate ions and has resulted in P-removal rates of 80–90% (Martin et al., 2009; Seo et al., 2013).
Ion exchange systems have the advantage of delivering P-recovery through post-treatment of the sorption media (Martin et al., 2009). Whilst high P removal rates have been achieved at laboratory scale, implementation at the full-scale has been limited due to the requirement for expensive chemical addition for the recovery of P and the sensitivity of some media to pH conditions (Zhao and Sengupta, 1998; Sendrowski and Boyer, 2013). However, the work of Seo et al. (2013) has suggested that certain ion exchange materials offer potential, with the addition of a single chemical solution required for regeneration of the media. Nevertheless, much work is required for this technology to be proven at full-scale, especially under variable flow regimes. Further, chemical requirements and cost may make this technology unfeasible for use for small-scale and-or rural treatment works because chemical reinstatement is probably impractical in such scenarios.
In summary, physico-chemical processes offer the confidence of reliable P removal and simplicity of operation. However, the long-term sustainability of current technologies has not been well demonstrated, especially related to the operation and maintenance of small-scale systems. This means they may not be viable for small-scale WWTPs unless they are coupled with other processes, such as those that have been promoted with wetland options. That is to say, physico-chemical P removal systems can generally be considered effluent “polishing” treatment solutions, offering little or no additional contaminant removal. Whilst this alone does not prohibit their application at small-scales, options that provide more holistic treatment of wastewater should be given due consideration, for example, biological P removal.
Biological Phosphorus Removal Options
Biological P removal, especially Enhanced Biological Phosphorus Removal (EPBR) with activated sludge systems, has been studied in depth in recent years. It is considered to be a cost effective and environmentally sustainable alternative to chemical treatment (Acevedo et al., 2012; Nguyen et al., 2013). However, EPBR also is reputed as not being wholly reliable due to fluctuating performance and high dependence on skilled operators resulting in difficulty in process control (Seviour et al., 2003). This alone potentially may mean it is less suitable for down-scaling for use at decentralized treatment works (Brown and Shilton, 2014), but with its growing range of applications and continual advancements in efficiency and reliability, it deserves consideration of implementation at small-scales. Further, EBPR systems offer great potential where space may be limited and multi-functioning systems may be desirable.
There is a growing understanding of the biochemical mechanisms associated with luxury P-uptake, which rely upon phosphorus-accumulating organisms (PAO) for EBPR. Although not fully understood, operating conditions, including pre-requisites for metabolism, such as carbon, glycogen and electron acceptor requirements are being adjusted to promote the growth and proliferation of PAOs. The influence of these factors likely becomes more prevalent in smaller works where flows and, therefore, organic and nutrient loads are lower and more variable. Here follows a brief summary of current understanding of the biochemistry and microbiology of EBPR, which must be considered when down-scaling this treatment approach.
Identification of PAO
Biological P-removal primarily occurs via the accumulation of P by microorganisms beyond “normal” requirements for metabolic processes (termed luxury uptake). P accumulation is as polyphosphate and is retained as an energy reserve for maintenance or to provide a competitive advantage over ordinary heterotrophs (Nicholls and Osborn, 1979). For this reason, PAOs tend to outcompete other organisms under many conditions. The exception is in the presence of Glycogen Accumulating Organisms (GAO), which metabolize volatile fatty acids (VFAs) or other carbon compounds in a similar way to PAO, but do not accumulate P (Cydzik-Kwiatkowska and Zielinska, 2016). GAOs are not discussed in detail here, but it should be noted that their co-existence is a common reason for poor performance in EBPR systems (Oehmen et al., 2007).
Candidatus Accumulibacter phosphatis (Accumulibacter) is the most widely studied PAO and is this basis of most metabolic models (Crocetti et al., 2000; Garcia Martin et al., 2006; Oehmen et al., 2007). Their taxonomy is now well understood with Garcia Martin et al. (2006) obtaining a complete genome of Accumulibacter, which has provided insights into gene expression involved in key metabolic processes. Furthermore, Accumulibacter are considered the prevalent PAO in effective in EPBR systems (Zeng et al., 2003; López-Vázquez et al., 2008), although other PAO are present too.
For several years, Acinetobacter sp. were reported to be the organism primarily responsible for EBPR (Crocetti et al., 2000; Li et al., 2003; Nguyen et al., 2011). Their function as a PAO was later disproved and Accumulibacter was identified as the PAO most commonly dominant in EBPR systems. The tetrasphera-related Acintobacteria sp. have also been found in high abundance in well performing P-removal systems and proven to carry out luxury P uptake (Oehmen et al., 2007; Nguyen et al., 2011). They appear to be less well understood that Accumulibacter, particularly with regard to metabolic processes. However, it is known that they generally accumulate more complex carbon sources, such as amino acids and proteins, under anaerobic conditions which they store as an unidentified substance (Günther et al., 2009). For this reason, it cannot be said that Acintobacteria sp. metabolize according to existing models and further work is required to fully understand their functionality as PAOs.
Other putative PAOs have been found in varying low-levels at P-removal wastewater treatment plants. These include Pseudomonas sp., Paracoccus sp. and some Enterobacter sp. (Li et al., 2003; Krishnaswamy et al., 2009).
Certain PAO can simultaneously carry out P-accumulation and denitrification under alternating anaerobic-anoxic conditions (Kuba et al., 1993; López-Vázquez et al., 2008). Denitrifying PAO (DPAO) use nitrate as the sole terminal electron acceptor instead of oxygen for the oxidation of PHA under anoxic conditions (Kuba et al., 1996; Zeng et al., 2003). Promoting DPAO in WWTPs has possible benefits over separate P and N removal systems (Oehmen et al., 2007), such as energy savings. Furthermore, it has been shown that DPAO have similar P-removal capabilities as regular PAO under most circumstances (Kuba et al., 1993).
Metabolism of PAO
The growth of PAO can be promoted through optimisation of operating conditions, such as cycling anaerobic and aerobic/anoxic phases, which may be amenable to some small-scale treatment processes. An early metabolic model describing the behavior of PAO under such conditions was proposed by Comeau et al. (1986). Details are as follows and summarized in Figure 3. Under anaerobic conditions, PAO uptake VFA by secondary transport and store them as PHA (Smolders et al., 1995). Energy for this process is obtained from ATP, formed from the hydrolysis of internally stored polyphosphate or the degradation of glycogen. The breakdown of the polyphosphate causes a release of orthophosphate into the bulk liquid (Comeau et al., 1986; Smolders et al., 1994) (see Figure 3). The synthesis of PHA under anaerobic conditions requires the reduction equivalent NADH, which is provided either by the TCA cycle (Comeau et al., 1986; Wentzel et al., 1986) or by Glycolysis (Smolders et al., 1994). Martin et al. (Garcia Martin et al., 2006) confirmed that the genes required for both pathways exist within Accumulibacter sp. and it has since been shown that PAO are capable of utilizing both the TCA cycle and Glycolysis (Zhou et al., 2009). Some have suggested that some PAO may switch between metabolic pathways according to internal or external conditions (Acevedo et al., 2012, 2014; Majed et al., 2012; Lanham et al., 2013). Utilisation of glycolysis has been shown to yield more efficient P-removal rates than the TCA cycle, within the context of an enhanced CAS system (Lanham et al., 2013).
Figure 3. Metabolic pathways of PAO under aerobic and anaerobic conditions. PHA, polyhydroxyalkanoate; PolyP, polyphosphate.
In contrast, in the aerobic phase, accumulated PHA is oxidized by an available electron acceptor and the subsequent energy release is used for the uptake of P (with stabilizing cations) and synthesis of glycogen (Acevedo et al., 2012). A net accumulation of P is achieved since a greater amount of P is taken up in the aerobic phase than is released as orthophosphate during the anaerobic phase (Comeau et al., 1986; Smolders et al., 1994).
Traditional EBPR Systems and Recent Enhancements
EPBR has traditionally been applied within conventional activated sludge (CAS) systems. Much work has been done on optimizing configurations for continuous-flow systems for P-removal and understanding the effects of physical parameters on system performance (Mino et al., 1998; de-Bashan et al., 2004; Oehmen et al., 2007). More recently, research has been focussed on two areas: (1) the identification of the effects of operational and environmental parameters on the microbial diversity and metabolic behavior of the community and (2) the effect of the integration of biofilm carriers on system performance.
In addition, there are several other reports that are particularly noteworthy as having extended the knowledge relating to EBPR. It is now commonly accepted that the level of biological P-removal is directly proportional to the number of PAO present in the system. In their extensive study, Mao et al. (2015) found Accumulibacter in 17 waste water treatment works from six different countries and, on average, it made up to 7.0% of the total biomass. This result is significant because only six of the treatment works they screened were configured for EBPR, suggesting that the potential for effective EPBR is more driven by local environmental conditions than by specific “engineered” microbial communities. Carvalheira et al. (2014) and Acevedo et al. (2014) support this by showing PAO adapt their metabolic processes to optimize substrate utilization, making them more resilient than previously believed.
Recent applications of EBPR include incorporation in membrane bioreactors (MBR), granular sludge reactors, and sequencing batch biofilm reactors (SBRs). Inclusion of EBPR in MBRs, whether SBRs or continuous-flow, has proven successful in achieving high levels of P-removal from municipal wastewater. MBRs offer a number of advantages including the retention of solids within the reactor, which results in a high mixed liquor suspended solids concentrations without the need for a large system footprint (Ng et al., 2000). High levels of Total N and COD removal also have been reported in recent studies (Shin et al., 2014; Zhang et al., 2014), and combining MBR with a University of Cape Town (UCT) configuration EBPR system has led to reports of P-removal rates of up to 88% and final effluent levels of 0.3 mg/L total P (Monclus et al., 2010; Smith et al., 2012; Sun et al., 2013). Johir et al. (2015) recently reported that without inclusion of the UCT approach, total P-removal by MBR was only 53%, which further confirms that luxury P uptake by bacteria is unlikely without alternating anaerobic-aerobic/anoxic conditions.
The advantages of superior effluent quality and small physical footprint make the use of an MBR attractive for any size of treatment plant, including small works. However, membrane fouling continues to be an issue and as such, they require a higher level of maintenance (Gander et al., 2000; Le-Clech et al., 2006). Furthermore, the capital cost of MBR systems is perhaps one reason why implementation of the technology has been somewhat limited to date, including at smaller scales, and whilst the cost may reduce as the popularity of the technology grows, at present it may be a prohibitive factor for decentralized applications. There has been limited work done to assess the performance of small-scale MBRs (Gander et al., 2000; Chong et al., 2011) and, while conclusions are generally positive, the need for further study is apparent to assess the true cost-benefit of the technology for small-scale application.
Granular sludge reactors have been developed to operate under aerobic or anaerobic conditions. Aerobic granulated sludge is a suspended biofilm-like technology that relies on the growth of biomass on granules rather than employing flocculation as in CAS plants. The lower operating footprint of SBR systems resulting from the lack of independent settling tanks (Bindhu and Madhu, 2013) means that they are gaining popularity for the simultaneous removal of COD, NH3 and P (De Kreuk et al., 2005; Pronk et al., 2015). A commercial application of this technology is the Nereda® system, which have achieved P-removal rates up to 87% in full-scale plants (Pronk et al., 2015).
Whilst such commercial systems are not marketed for use at small-scale works, their benefits of a smaller footprint, no settling tanks, and relatively high levels of P-removal means that they deserve consideration. However, whether such systems are operationally simple enough or P-removal is reliable over a sustained period of time must also be considered. Furthermore, there are no reports to our knowledge on the effects of highly variable flows, which is common in smaller works, on the performance of AGS systems.
Sequencing batch biofilm reactors are still considered a relatively novel treatment technology (Mielcarek et al., 2015); however, they are growing in reputability. The growth carrier may be fixed, a moving bed or in suspension. All options offer the advantages of up to 50% higher biomass retention than activated sludge, the lack of requirement for sludge settling, and the space saving achieved through the use of a single reactor tank (Garzon-Zuniga and Gonzalez-Martinez, 1996; Jabari et al., 2014); advantages that may favor use at small scale works.
EBPR has been reported in fixed-carrier sequencing batch biofilm reactors on a number of occasions, although observed removal rates have been variable, a >90% Total P-removal rate was reported at lab scale by Gieseke et al. (2002), Li et al. (2003), and Yin et al. (2015), whereas an average between 70 and 90% has been reported elsewhere (Garzon-Zuniga and Gonzalez-Martinez, 1996; Rahimi et al., 2011). Further, some suggest an additional carbon source or chemical precipitation are needed to achieve low effluent P levels (Pastorelli et al., 1999; Wang et al., 2006). The importance of effective biomass removal—through backwashing or otherwise—and the detrimental impact on EBPR if not effectively implemented, has been reported on a number of occasions (Morgenroth and Wilderer, 1999; Arnz et al., 2001; Mielcarek et al., 2015). This is of importance when considering the requirement for minimal operational maintenance, which is desirable at small and/or remote works. Whilst this technology has been implemented at full-scale, it is apparent that consistent levels of P removal have not yet been achieved a factor that would need to be overcome before implementation within tightly regulated environments. Furthermore, the behavior of PAO within biofilms is not well understood, particularly with regards to interactions among species and its effect on nutrient removal (Kesaano and Sims, 2014).
Novel and Potential EBPR Systems
Recent advancements in the development of newer technologies for P-removal are summarized in Table 1. Whilst there is much work to be done to assess the scalability of such systems, the potential of each to perform reliable P-removal at small-scales systems is considered here.
New, complex configurations of MBR systems have been developed with the aim of optimizing nutrient removal. One such example is the sequencing batch moving bed membrane bioreactor system developed by Yang et al. (2010), which achieved a Total P-removal rate of 84%. Whilst such developments offer potential, the reliability and consistency of such technologies to remove P to very low levels has not been proven, even at lab-scale. Further work is required to establish reliability of these technologies, particularly using a range of influent strengths. Moreover, the capital, operational and environmental costs associated with the application of such novel technologies should be assessed; not least for use at small-scale works.
One novel development for granular sludge is single systems operated under anaerobic-anoxic conditions for P removal. The technology, known as AnoxAn, has the aim of achieving simultaneous multi-nutrient removal (Díez-Montero et al., 2016). The up-flow nature of this system provides space and cost savings in terms of mixing and energy requirements (Lettinga et al., 1980), making it potentially attractive for biological P-removal. Total P-removal rates of 89% have been achieved using AnoxAn reactors without compromising total N removal, but with the need for mechanical mixing (Díez-Montero et al., 2016).
Membrane Aerated Biofilm Reactors (MABR) are a novel modification of the MBR technology discussed previously. They are based on the transfer of a gaseous electron donor or acceptor across a hydrophobic membrane (Ivanovic and Leiknes, 2012; Nerenberg, 2016) and have only recently been use as a commercial product, which is not established within the nutrient removal market (Martin and Nerenberg, 2012). MABRs behave differently to conventional biofilms due to the presence of gas exchange, adding a layer of complexity to the treatment process (Martin and Nerenberg, 2012). They have been successfully commercialized for N removal and recent studies report total P-removal of up to 90% when used with an SBR (Sun et al., 2015). The technology shows potential in terms of energy efficiency and reduced maintenance requirements (Nerenberg, 2016), but much work is required before their use for EBPR is proven at full-scale. Further, the requirement for gas storage may mean the technology is unsuitable for use in decentralized locations even if EBPR can be shown to be successful in real-life settings. Finally, the whole-life costs associated with full-scale application requires further investigation.
In summary, there has been considerable advancement in existing technologies as well as the emergence of several novel EBPR systems in recent years. The relative sustainability of biological removal of P continues to make them attractive for many applications. Novel technologies offer potential for high levels of P-removal with some even achieving efficient P-removal over sustained periods of time at various scales. However, such systems succeed at the cost of operational complexity and/or high energy consumption. Therefore, although alternating anaerobic-aerobic/anoxic conditions are possible in smaller systems, greater operating and maintenance requirements probably exclude them for use at small scales.
Algae-Based and Hybrid Treatment Options
The use of microalgae systems for the treatment of wastewater is now well established (Martínez, 2000; Shi et al., 2007); however, its full-scale application for nutrient removal is more limited, especially at higher latitudes.
Mechanisms of Algal P Removal
P is an essential nutrient for algal growth and under certain conditions, algae will uptake P in excess of growth requirements (Larsdotter, 2006; Powell et al., 2009). Under such circumstances, P is taken up as orthophosphate and stored as polyphosphate granules for use as a growth reserve for when there is a lack of P in the environment (see Figure 4). Where inorganic orthophosphate is unavailable, algae will uptake organic P, converting to orthophosphate at the cell surface via the enzyme phosphatase (Larsdotter, 2006). Algal treatment solutions are typically either closed or open suspended systems, or biofilm systems, most commonly using flat-bed or tubular orientations (Hoh et al., 2016). However, much of the work done to understand the metabolism of P by algae has been related to waste stabilization ponds. Within these contexts, only 15–30% P-removal is reported with significant variations as a function of temperature (Powell et al., 2009), which is unacceptable for targeted P-removal, especially for temperate or cooler climates.
Application of Algal P Systems
The green microalga Scenedesmus sp. and Chlorella sp. are known to carry out consequential luxury P uptake in the natural environment (Azad and Borchardt, 1970) and they have been reported to show effective removal of P from wastewater in a variety of contexts (Gonzalez et al., 1997; De-Bashan et al., 2002; Shi et al., 2007; He and Xue, 2010). For example, high levels (up to 90%) of P-removal has been achieved by the immobilization of these microalgae on synthetic substrate, either sheets or as beads (Shi et al., 2007; Wei et al., 2008; He and Xue, 2010). Microalgal biofilm photobioreactors have also shown effective P-removal (97% Total P-removal) in recent testing (Sukacova et al., 2015). Although there is a lack of literature on upscaling algal biofilm systems from laboratory to full scale, particularly for the use of nutrient removal from municipal wastewater (Kesaano and Sims, 2014), the potential of such systems warrants their consideration.
Algal biofilm systems, as with bacterial biofilms, present a possibly option for small-scale treatment locations due to their resilience to changes in environmental conditions and ability to retain biomass (Sun et al., 2015; Praveen and Loh, 2016). For example, Sukacova et al. (2015) achieved P removal rates of up to 98% using a biofilm photobioreactor treating real wastewater. In contrast, Kesaano et al. (2015) reported P-removal rates of only 41% from a cultured algal biofilm, although N removal was up to 100%, suggesting N may have been limiting in their systems. De Godos et al. (2009) reported 80% P removal using a promising algal photo bioreactor operating under controlled lighting conditions, treating high strength pig slurry.
Additional work is required to determine the potential of such systems at larger scales, over prolonged periods of time, and with domestic wastewater. Interactions among organisms in mixed-culture photo-biofilms also are not well understood (Kesaano and Sims, 2014; Ramanan et al., 2016). However, as knowledge is gained, process optimisation may be possible, especially using biofilm systems to achieve higher P removal rates using low-energy light and minimal chemical requirements. Despite gaps in basic understanding, there are a few commercially available algal biofilm technologies that have been designed specifically for nutrient removal from municipal wastewater [e.g., Clearas Advanced Biological Nutrient Recovery (ABNRTM)].
Algal MBR systems have been piloted using an algal seed to potentially optimize nutrient uptake from low carbon wastewater with membrane photobioreactors. The seed was the known P-accumulating algae Chlorella sp. and was assessed in laboratory scale pilots. Average Total P-removal rates between 66 and 97% were reported under varying reactor configurations (Ruiz-Martinez et al., 2012; Xu et al., 2014; Praveen and Loh, 2016). The potential of the technology at lab scale appears promising, although algal MBR has not been successfully operated at pilot-scales under temperate or cooler conditions.
An osmotic membrane photobioreactor is a further enhancement of the membrane photobioreactor, developed with the specific intention of reducing membrane fouling (Achilli et al., 2009). It incorporates a selectively permeable membrane across which water flows under osmotic pressure rather than the positive pressure gradient used in a standard MBR (Huang and Lee, 2015; Praveen and Loh, 2016). The combination of membrane rejection and microbial assimilation can result in high N and P-removal rates under relatively energy-efficient operating conditions. A number of recent studies have reported organic carbon removal of between 87 and 99%; phosphate removal of between 90 and 100% and nitrogen removal between 62 and 97% (Nguyen et al., 2013; Luo et al., 2014). Interestingly, the studies that reported very high (>95%) P-removal, reported lower rates of N removal (Chen et al., 2011). Even with more advanced technologies, simultaneously delivering high levels of N and P removal (or full denitrification in sequence) remains complex and difficult.
Overall, algal systems offer the potential for high levels of nutrient removal (De Godos et al., 2009). Biofilms-based systems are of particular interest due to their ability to retain higher levels of biomass, resulting in space saving and greater resilience; both factors that are favorable in small-scale application. Coupled with the high levels of P-removal achieved at laboratory scale and the availability of low energy and easily controlled artificial lighting (Glemser et al., 2016), the use of phototrophic biofilm systems should be considered an attractive option for delivering P-removal at small-scale treatment systems.
However, this technology is still in its infancy for use at higher latitudes. Relative performance of algal biofilm systems over longer periods of time and under varying flow regimes, particularly at pilot and full-scales, has not been conclusively demonstrated. Further, the separation of solids from biofilm sloughing requires high-cost processes, such as centrifuging or filtration, which needs deeper investigation. While recent work suggests natural flocculants can be used to improve settling (e.g., Gutiérrez et al., 2015), it has not been proven beyond pilot scale, and the storage and management of such chemicals may not be feasible at a small-scale treatment works.
Considering P-Removal Technologies for Use at Smaller Scales
Two critical considerations must be assessed while choosing a treatment technology: affordability–what the purchaser is willing or able to pay for what product–and appropriateness–the social and environmental factors associated with the installation and operation of the system (Grau, 1996). In light of ever tightening discharge standards, regulatory pressure is also becoming an important factor when reviewing the appropriateness of a technology.
A few key factors must be taken into account when considering a range of existing and emerging technologies for delivering P removal at small scale works. The first among the factors is the requirement to remove up to 90% of incoming P load to meet current discharge consents of 1–2 mg/L P. Within typical WWTPs, approximately 10 and 30% P-removal can achieved via solids settling and biological metabolism, respectively (Cornel and Schaum, 2009). Therefore, an additional 50% removal of P is required, assuming 2 mg-P per person per day contribution (Gilmour et al., 2008). As such, most novel P removal systems do not deliver adequate performance.
Further, it is likely that a small-scale system will be remotely located without major civil infrastructure. As a result, to sustain operational efficiency, it is critical that any technology implemented in rural and remote locations requires minimal maintenance. This can only be made a reality if the system is rapid to stabilize and simple in terms of construction and operation. The use of absorptive filter media within the context of a constructed wetland or as a standalone system is a promising solution on these bases. However, significant capital outlay, space considerations, and long-term sustainability may limit these options. In addition, the reliability of P-removal using active media over extended periods of time in full-scale applications is not proven. Finally, on smaller sites where space may be the limiting factor, the periodic reconstruction of a wetland may not be feasible. As such, a standalone system for P-removal by absorptive media may be preferable in such circumstances. To make such systems a viable option, further research is needed to determine the long-term effectiveness of such systems for smaller scale treatment applications and the performance of absorptive media under rapid fluctuations in flow and nutrient loadings.
Another consideration that impacts downsizing is sludge handling. Technologies with low sludge production are desired at small-scale systems to minimize storage and transport costs. Whilst optimizing the production of sludge from larger treatment works is beneficial for maximizing potential energy generation by anaerobic digestion, costs associated with transporting small amounts of sludge to central collection nodes may not be economically viable. Similarly, more work is needed on sludge issues, especially modeling different scenarios to determine whether maximizing or minimizing sludge production is preferable. Where sludge production is desired, implementation of systems that exploit microbial assimilation may be appropriate.
Strong evidence suggests that a robust and stable microbial community is essential for effective biological P removal, even in small-scale treatment applications. Further, microbial biofilm systems are likely to be more resilient than suspended cultures (Pastorelli et al., 1999; Kodera et al., 2013; Tian et al., 2016), which is particularly important in smaller systems where flows are more variable and less unpredictable than larger systems. However, despite potential benefits associated with biofilms, performance of a nutrient removing algal or mixed culture biofilm over extended periods is neither well understood nor assured (Kesaano and Sims, 2014). This is especially important within the context of variable influent P concentrations (typical of small-scale systems) and their impact on algal P uptake under different operating conditions (Boelee et al., 2014). Further investigation is required on up-scaling nutrient-removal biofilm technologies for use at full-scale, specifically with regards to biofilm harvesting and storage/disposal of waste biomass.
Operating costs of the systems described herein has not been discussed at length, primarily due to the lack of available information relating to energy consumption. However, lower energy use and nutrient removal is desirable at all scales, including in small-scale systems. Technologies that require excess aeration and/or mixing are likely to be more energy intensive than technologies that use passive processes, natural energy sources (e.g., sunlight), and biofilms. The energy efficiency and long-term sustainability of nutrient removal systems are important factors about which there appears to be limited comparable information. Further work in this area is critical to operating and policy decisions relative to scaling P-removal options.
Delivering effective N and P removal simultaneously appears technically difficult, especially at small-scales where factors such as space limitation and the need for system simplicity means that traditional methods may not work. A few emerging technologies offer some potential in this area, although often at the expense of the simplicity and-or energy requirements for effective operations. At present, the most promising P-removal solution appears to be the use of absorptive media, which is comparatively flexible and integration into a modular system may be suitable for small-scales. The incorporation of media into a constructed wetland appears to offer potential and, in many instances, may present a viable solution to effective P removal at smaller scales, especially where aesthetic considerations must be made. Such systems would have a low operational cost and would generally be easily maintained.
A major disadvantage of adsorption is the P-binding capacity of absorptive materials is finite and, when saturation is reached, replacement is needed (Drizo et al., 1999). As an example, if adsorptive material is incorporated into a wetland, significant capital outlays are needed to sustain system operations. Constructed wetlands are typically land intensive (Machado et al., 2017) and only suitable for locations where population density is low and there is large land availability. Further, disrupting the wetland for media replacement might compromise the system's functionality for carbon and nutrient removal. However, if aesthetic considerations are a priority, land is readily available, and the treatment system is not relied upon for treatment functions other than P-removal (i.e., for tertiary treatment), absorptive media and constructed wetlands may be suitable for P-removal at smaller scales.
The progressive refinement of algal biofilm reactors means this option may also have potential. Some algal systems may offer a viable solution for small-scale N and P removal if energy needs can be made sustainable and long-term operations can be proven. Further, in locations where climatic condition favor the use of algal systems, some technologies may be suitable for decentralized locations with some modification. In contrast, EBPR-based systems, although well understood, are not likely to be effective at small scales due to the energy, space, capital requirements, and excessive complexity of such systems.
The final factor to consider is the cost-effectiveness of a technology to deliver reliable P removal. Very little, up to date economic information exists for many technologies described in this review. Most studies to date have considered economic advantages and disadvantages in relation to optimizing specific systems and none focus specifically on small-scale application (e.g., Jiang et al., 2005; Falk et al., 2013). Jiang et al. (2005) found that dosing alum to a conventional activated sludge plant was the most cost-effective solution unless final effluent P concentrations of <0.13 mg/L are required. Under such scenarios, the authors found that a more complex solution becomes cost-effective: EBPR with chemical dosing and filtration. This is likely because of the inability of chemical dosing alone to achieve low P levels. In a recent study, (Bashar et al., 2018) reviewed the cost-effectivenss of six P removal and recovery options. The authors concluded that the most cost effective solution was chemical addition to EBPR, unless low P effluent levels are required. 3-step EBPR with chemical dosing and tertiary filtration delivered P effluent values of 0.05 mg/L and cost just 4% more per kg of P removed, than treatment without filtration. The study by Bashar et al. (2018) was the first of its kind that considered such a broad range of technolgies, including less well-established systems. It is, therefore, evident that additional work is required to determine the economic advantages and disadvantages of P removal technologies in different scenarios. Such studies would allow managers and decision makers to move toward incorporating triple-bottom-line and life-cycle costs into decision making processes.
Increasingly stringent requirements on P removal demand innovative solutions for removing P from small-scale wastewater treatment works. Promising work has been performed to better understand metabolic pathways associated with luxury P-uptake by bacteria and algae, which provide alternate viable, sustainable and low-cost solution for P removal at smaller scales. However, achieving high levels of P removal via such systems is often at the expense of system simplicity, particularly in the case of biological treatment options.
There may never be a “one size fits all” technology for P-removal, which is evident when one considers the limited options for small scale treatment applications. A variety of technologies can achieve efficient P removal, but at the expense of higher energy consumption, increased operational complexity, and-or excessive maintenance. Further, few existing systems have been assessed under variable flow conditions (common in small-scale applications), and some technologies require intense sunlight and-or warm temperatures to be effective; neither prevalent in northern, cooler locales.
Therefore, we conclude that there is a dire shortage of treatment options for P removal aimed at smaller scales, especially reliable technologies that require minimal maintenance or are suited to northern latitudes. New options are needed that provide a better balance between simplicity, effectiveness and sustainability at smaller scales. The skeleton of possible technologies exist, such as using wetlands incorporating active media which may provide a good starting point for attaining effective and sustainable P removal in small-scale domestic wastewater treatment systems. However, this is the only technology in which significant progress is being made specifically for small-scale application. We have shown that it may not be appropriate or even possible to down-scale some existing P-removal technologies and expect to maintain the performance that has been proven at large scales. The ecological sensitivity of remote watercourses and the potential for increased regulatory pressure, demands investment in the development of a broader range of small-scale P removal technologies.
JB carried out the literature review and wrote the initial draft. EN provided valuable information and text relating to specific technologies. IO assisted with drafting the text and provided expertise relating to the microbiological elements of the manuscript. AM provided industry perspective and insight into current and emerging priorities relating to P removal at small-scale systems. DG provided over-all guidance of the work and editing of the text.
Conflict of Interest Statement
The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.
The reviewer AM and handling editor declared their shared affiliation.
This work was supported by the Engineering and Physical Sciences Research Council (EPSRC, award number: EP/M50791X/1) and Northumbrian Water Ltd., which the authors greatly appreciate.
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Keywords: domestic wastewater treatment, decentralized systems, phosphorous, EBPR, photo-bioreactors, physico-chemical processes
Citation: Bunce JT, Ndam E, Ofiteru ID, Moore A and Graham DW (2018) A Review of Phosphorus Removal Technologies and Their Applicability to Small-Scale Domestic Wastewater Treatment Systems. Front. Environ. Sci. 6:8. doi: 10.3389/fenvs.2018.00008
Received: 26 June 2017; Accepted: 26 January 2018;
Published: 22 February 2018.
Edited by:Giulio Munz, University of Florence, Italy
Reviewed by:Nehreen Majed, University of Asia Pacific, Bangladesh
Alberto Mannucci, University of Florence, Italy
Copyright © 2018 Bunce, Ndam, Ofiteru, Moore and Graham. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
*Correspondence: David W. Graham, email@example.com