Physico-chemical screening of phosphate-removing substrates for use in constructed wetland systems
Introduction
Recent work has emphasised the potential importance of natural and constructed wetland systems (CWS) for purifying waste water. These systems are useful for reducing biochemical oxygen demand (BOD), suspended solids (SS), ammonium (N) and phosphorus (P) in sewage (Moshiri, 1993; Kadlec and Knight, 1996; Vymazal et al., 1998). Such systems are becoming widely accepted as a suitable low-cost technology for small to medium-sized communities (Moshiri, 1993; Vymazal et al., 1998). Studies of the removal of P by wetland systems have been carried out in the U.S.A. (Moshiri, 1993; Kadlec and Knight, 1996), Australia (Mann and Bavor, 1993) and several countries in Europe: Denmark (Schierup et al., 1990), Norway (Zhu et al., 1997), U.K. (Green, 1997), Czech Republic (Vymazal, 1995) and more recently, Sweden (Johansson, 1997) and the Netherlands (Schreijer et al., 1997).
Results from several studies have shown that immobilisation of P in CWS occurs through substratum adsorption, chemical precipitation, bacterial action, plant and algal uptake and incorporation into organic matter (Kadlec and Knight, 1996; Vymazal et al., 1998). Of these, the substrate may play the greatest role, and could very well be the factor that is most amenable to control. Consequently, it is important to select those substrates with the highest P adsorption capacity, which is dependent upon chemical and physical properties of the material (Zhu et al., 1997; Drizo, 1998). Such materials might include minerals with reactive Fe or Al hydroxide or oxide groups on their surfaces, or calcareous materials which can promote Ca phosphate precipitation (Drizo et al., 1997; Johansson, 1997; Zhu et al., 1997). Apart from Fe, Al and Ca minerals, the rate of P adsorption is controlled by substrate Eh, pH and adsorptive surface area (Vymazal et al., 1998). Fine grained materials have large surface areas and therefore the potential to enhance P adsorption capacity (Zhu et al., 1997). However, such materials often have low hydraulic conductivity which leads to the occurrence of overland flows and insufficient contact between wastewater and substrate within the CWS (Kadlec and Knight, 1996; Drizo, 1998). Therefore, the materials should be sufficiently permeable to prevent surface channelling of the CWS (Kadlec and Knight, 1996). In addition, they should be cheap and locally available in order to reduce the costs of CWS construction.
This paper describes investigations of a range of candidate substrates, all meeting the above criteria. Comparison of seven materials is presented, based on measurements of pH, cation exchange capacity (CEC), hydraulic conductivity, porosity, specific surface area and particle size distribution, and phosphate adsorption capacity. These parameters all influence the effectiveness of a substrate for the removal of phosphates, on a short-term basis. Also, to estimate the capacity of substrates, laboratory investigations of the P saturation point are reported. Finally, X-ray fluorescence spectrometric analysis was used to demonstrate the presence of P on the surface of the materials. The properties investigated in the later two experiments influence the effectiveness of the substrate for the removal of phosphates, on a long term basis.
Section snippets
Materials
The seven materials chosen for investigation of their physico-chemical properties were:
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Bauxite, a naturally occurring mixture of minerals rich in hydrated aluminium oxides and ferric oxides and low in alkali metals, alkaline earths and silicates, obtained from Alcan Chemicals Europe, Burntisland, Fife.
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Shale, an argillaceous rock, derived from the lower limestone group of the carboniferous system, which is highly fissile and which splits readily into very thin laminae. It is readily available
pH, CEC, hydraulic conductivity, porosity, specific surface area and particle size distribution
The measured values of these parameters are given in Table 1. In order to test whether there was any significant difference in these properties between the substrates, five one-way ANOVA analyses were performed (one test for each property), using SigmaStat statistical software (Kuo et al., 1992). The pH values covered a wide range. Shale was significantly (p<0.05) the most acid, followed by bauxite. Fly ash and LECA were the most alkaline and not statistically different from each other (Table 1
Discussion
The measured hydraulic conductivities of 2–29×10−4 m s−1 (Table 1) were in the range of values recommended for CWS (EC/EWPCA, 1990) and it has been suggested that once developed, the hydraulic conductivity of a CWS will stabilize and maintain itself (Kickuth, 1977).
The physical and chemical properties listed in Table 1 were not strongly linked with the theoretical P adsorption capacities. There is a considerable controversy over the proper use of the Langmuir equation for adsorption studies,
Conclusions
The results showed that, of the seven substrates examined, shale had the best combination of properties for use in CWS. It had the greatest potential for P removal, with a P adsorption capacity as high as 650–730 mg P kg−1. In addition, XRFS analysis of the shale surface (after being exposed to high P concentration for a period of 80 days) indicated enhanced P removal via deposition on the material.
The physical and chemical properties examined (pH, CEC, hydraulic conductivity, porosity, surface
Acknowledgements
We wish to thank Mr F. Daunt, Dr P. Hiley (Yorkshire Water plc) and Professor Y. Comeau (CGM Department, Ecole Polytechnique, Montreal, Quebec) for their great help in the preparation of this manuscript; Mr R. Speirs of Scottish Agricultural College, Edinburgh (SAC) for his recommendation on the choice of the substrates at the outset of the research; Mr J. MacGowan of SAC for providing the equipment for P analyses; Dr G. Angel and Mrs D. James, Department of Geology, University of Edinburgh,
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