1 Introduction

The high content of phosphorus and nitrogen in bodies of water that proceeds from wastewater and agricultural fertilization leachate generates problems of eutrophication in rivers, lakes (García-Nieto et al. 2016) and lagoons (Martín et al. 2013; Soria et al. 1987).

The European Union is determined to improve the quality of its water bodies, for instance through the removal of phosphorus, which causes eutrophication (European Commission 1991). At the same time, the EU is interested in reusing its critical raw materials, such as phosphorus, within a circular economy perspective (Gislev et al. 2018). Hence, it is important to make a correct use of this mineral, as well as reuse the phosphorus contained in wastewater.

The EU has emitted several directives in this respect. According to the European Directive 91/271/CEE, the limit values of phosphorus in bodies of water are 2 mg L−1 in agglomerations of between 10,000 and 100,000 population equivalent and 1 mg L−1 in larger agglomerations (European Commission 1991). Also, the European Directive 2009/28/EC has established that by 2020 at least 20% of primary energy consumption should come from renewable sources (European Commission 2009).

The production of cereal occupies a third of the cultivable surface within the European Union (European Commission 2014). For example, in Spain, 2,122,000 ha of wheat and 3,177,000 ha of barley are produced (Schils et al. 2018). Furthermore, in different regions of Spain, the culture of using cereal residual biomass in order to generate alternative energy is being implemented (Ortiz de Zárate et al. 2005; García-Maraver et al. 2012; Santamarta et al. 2014; Ubeda Delgado and Antolín Giraldo 1995).

Additionally, an effective way of producing renewable energy is to use wood from plantations or forests, reducing dependence on fossil fuels (Deboni et al. 2018). For example, Paulownia spp. plantations are being cultivated in different countries to produce biomass for the generation of energy (Fernández-Puratich et al., 2014, Senelwa and Sims 1999). They are also being grown to produce energy crops (Zegada-Lizarazu et al. 2010, Krasuska et al. 2010, Fernández-Puratich et al. 2017), due to the rapid growth.

One of the main technical problems for energy production through biomass is the generation of waste, such as fly ash (Ortiz de Zárate et al. 2005). Biomass ashes can find applications in agriculture as fertilizer (Ingerslev et al. 2011), as well as in adsorption processes (Ahmaruzzaman 2010, Girón et al. 2013).

Phosphorus in water can be eliminated by adsorption with different biomass ashes (Mor et al. 2016). Adsorption is a process by which atoms, ions or phosphorus molecules (adsorbate) dissolved in water are retained on the solid surface of a material, in this case one of the three ashes (adsorbent).

Various scientific articles have detailed different ways of performing adsorption with biomasses, for instance the adsorption of phosphorus with rice husk (Mor et al. 2016), the adsorption of phosphorus with resins made of wheat (Liu et al. 2013) or the adsorption of nickel with barley (Thevannan et al. 2010).

Taking into account the actual state of the art, the research aims to study the elimination of phosphorus from wastewater through adsorption processes, for reducing the eutrophication problems present in the Albufera Lagoon in Valencia, reusing ash waste produced in biomass plants. The materials wheat straw ash (WSA), barley straw ash (BSA) and paulownia wood ash (PWA) are produced in biomass plants in rural areas. This biomass plants are suplied by fast-growing forest plantations for producing energy crops with as well as from residues of sylvicultural treatments (thinning or pruning). To do this, batch-type experiments using WSA, BSA and PWA allow the analysis of the effect of several parameters on the removal of phosphorus from wastewater, that is contact time, phosphate-ash ratio, ash dose and temperature.

2 Materials and Methods

2.1 Preparation and Characterization of Adsorbents

Wheat straw was obtained from wheat fields of Ademuz (Spain), geographical coordinates: 40° 2′ 11.29″ N, 1° 18′ 6.37″ W. Barley straw was obtained from barley fields of Ademuz (Spain), geographical coordinates: 40° 2′ 27.07″ N, 1° 18′ 11.60″ W. Paulownia was obtained from wood production fields of Paiporta (Spain), geographical coordinates: 39° 25′ 25.13″ N, 0° 26′ 19.72″ W. After combustion in a bioenergy plant located in Ademuz (Spain), the three ashes were heated at 823 K for 1 h in muffle furnaces; the WSA and PWA lost around 25% of weight and the BSA lost around 15% of weight.

Thereafter, each ash was washed with distilled water until the electric conductivity was less than 1 mS cm−1. Following Mor et al. (2016), the ashes were dried at 378 K in an oven for 24 h to achieve constant weight and sieved again to ensure uniform particle size.

Characterization of adsorbents was done using different techniques. Nitrogen concentration was determined through the Kjeldahl method (AOAC 2000) using a Kjeltec 2100 Distillation Unit (FossTecator, Högamäs, Sweden). For the analyses of minerals, 2 g of the ashes was then dissolved in 2 mL of concentrated HCl. The mixtures were heated until the first vapours appeared, and immediately distilled water (2–3 mL) was added. Subsequently, the mixtures were filtered using an ash-free filter and the extracts were brought up to 100 mL with distilled water. K and Na were analysed by flame photometry using a Jenway PFP7 (UK) flame photometer, and the rest of the minerals (Al, Ca, Cd, Co, Cr, Cu, Fe, Li, Mg, Mn, Ni, P, Si and Zn) were analysed by inductively coupled plasma optical emission spectrometry (Agilent 700 Series ICP Optical Emission Spectrometer). Multi-element calibration standards were prepared with specific concentrations of the different elements. Table 1 shows the wavelength values used in each determination and the range of the calibration line used.

Table 1 Elements, wavelength values and the range of the calibration line

Carbon concentration was determined through the Walkley and Black method (Walkley and Black 1934) based on the Schollenberger method (Schollenberger and Simon, 1945).

The pH determination of the samples was determined in the aqueous extract 1:5 (ash:water) using a Crison pH&Ion-Meter GLP 22+. The electrical conductivity measurement was determined in the aqueous extract 1:5 (ash:water) using a conductometer WTW Multi 340i.

Three replicates were analysed for every sample; the concentration values used were the mean of the three readings.

The particle morphology of the samples was studied by field emission scanning electron microscopy (FESEM), using a ZEISS Ultra5-55 microscope. Moreover, textural properties were determined by N2 adsorption-desorption isotherms measured on a Micromeritics ASAP 2020 at 77 K.

2.2 Adsorption Kinetics

Adsorption isotherm experiments following Langmuir (1916), Freundlich (1906) and Temkin (1941) were conducted varying contact times from 0 to 120 h with initial phosphorus concentration of 80 mg L−1 for PWA and WSA, and 90 mg L−1 for BSA at different temperatures (283 K, 293 K and 303 K).

The Langmuir adsorption (Langmuir 1916) is:

$$ {q}_{\mathrm{e}}=\frac{q_{\mathrm{max}}\ {K}_{\mathrm{L}}{C}_{\mathrm{e}}\ }{\kern0.5em 1+{K}_{\mathrm{L}}{C}_{\mathrm{e}}}\kern1.25em $$
(1)

where qe is the amount of sorbate at time and equilibrium (mg g−1), Ce is the equilibrium concentration of the remaining solute in the solution (mg L−1), qmax is the amount of adsorbate per mass unit of adsorbent at complete monolayer coverage (mg g−1) and KL is the Langmuir equilibrium constant relating to the strength of adsorption (L mg−1).

The Freundlich (Freundlich 1906) is:

$$ {q}_{\mathrm{e}}={K}_{\mathrm{L}}\ {C}_{\mathrm{e}}^{\frac{1}{n}}\kern1.25em $$
(2)

where qe is the amount of sorbate at time and equilibrium (mg g−1), Ce is the equilibrium concentration of the remaining solute in the solution (mg L−1) and n and KL are the Freundlich equilibrium constant.

The Temkin (Temkin 1941) is:

$$ {q}_{\mathrm{e}}=B\ln \left({K}_{\mathrm{T}}\kern0.5em {C}_{\mathrm{e}}\right) $$
(3)

where qe is the amount of sorbate at time and equilibrium (mg g−1), KT (L mg−1) is the Temkin equilibrium constant and B (mg g−1) is related with the variation of adsorption energy and Ce is the equilibrium concentration of the remaining solute in the solution (mg L−1).

The model that best adapts to the isotherms of adsorption is the model of Langmuir, in adsorptions of equivalent ions and monolayer on the surface of the adsorbent (Ahmaruzzaman 2010; Seliem et al. 2016).

When isotherm arrived at equilibration in WSA, BSA and PWA at 4 days (96 h), the solution was filtered through a Prat Dumas glass microfiber filter (25 mm and retention micrometry 1.2 μm) to separate the solid from liquid phase. The liquids were collected in clean vials. The concentration of phosphorus was determined using a chromatograph Spectroquant NOVA 60. Figure 1 shows the time that the kinetic needs to reach the equilibrium.

Fig. 1
figure 1

Kinetic of PWA, WSA and BSA in conical flask at 293 K

2.3 Batch Adsorption Experiments

Adsorption experiments were carried out in batch mode by using different concentrations of sodium hydrogen phosphate (Na2HPO4) on 50 mL of synthetic wastewater in a 100-mL conical flask and then stirred at 283 K, 293 K and 303 K of temperature.

Phosphorus stock solution (80 mg L−1) was prepared by dissolving 0.3704 g sodium hydrogen phosphate (Na2HPO4) in 1 L of distilled water. Further serial dilutions were made to have synthetic wastewater of desired phosphorus concentration (2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 70 and 80 mg L−1).

Adsorption studies for PWA were carried out with doses 1.5 g L−1, 2.5 g L−1 and 5 g L−1, for BSA and WSA with 2.5 g L−1, 5 g L−1 and 10 g L−1, all having contact time of 96 h. After adsorption, the solution was filtered through the Prat Dumas glass microfiber filter (25 mm and retention micrometry 1.2 μm) and phosphorus concentration was determined using a chromatograph Spectroquant NOVA 60.

The percentage removal of phosphorus was calculated by using the following formula:

$$ \%\mathrm{Removal}\ \mathrm{efficiency}=\frac{C_{\mathrm{o}}-{C}_f}{C_{\mathrm{o}}}\times 100 $$
(4)

Co is the initial concentration (mg L−1) and CF is the final concentration of phosphorus (mg L−1).

3 Results and Discussion

3.1 Characterization of Adsorbent

The characterization of the different ashes is summarized in Table 2. It can be seen that alkaline earth is the main component in the adsorbents principally calcium and magnesium. In addition, alkalines are present, the main elements being potassium and sodium. There are other metal oxides such as aluminium, iron or copper.

Table 2 Physical and chemical properties of the adsorbent materials

This fact agrees with the contribution of nutrients to the soil by the straw ashes that had been described by Ribó et al. (2017). The low percentage of carbon indicates that these materials are essentially inorganic.

Moreover, the scanning electron micrograph of the adsorbents shows materials with different shapes, sizes and structures are non-crystalline with a heterogenic distribution of particles in the materials (see Fig. 2).

Fig. 2
figure 2

Scanning electron micrograph of WSA (a), BSA (b) and PWA (c) adsorbents

3.2 Effect of Adsorbent Dose

The removal of phosphorus was carried out using synthetic wastewater containing 2.5, 5, 7.5, 10, 15, 20, 25, 30, 40, 50, 60, 65, 70, 75 and 80 mg L−1 of phosphorus. Adsorption isotherm experiments were conducted during contact time 96 h. The results obtained show that the amount of phosphorus-removed increases with increasing the adsorbent dosage (see Fig. 3) and during the adsorption process until reaching the equilibrium. This behaviour was also observed by Chen et al. (2016).

Fig. 3
figure 3

qmax of WSA and BSA in conical flask with 2.5, 5 and 10 g L−1 and qmax of PWA in conical flask with 1.5, 2.5 and 5 g L−1, at 293 K

In the case of the PWA, the percentage of phosphorus removal varies with the phosphorus-ash ratio (24.84–98.80%). With the WSA, the percentage of phosphorus removal varies with the phosphorus-ash ratio (28.58–94.61%), and with the BSA, the percentage of phosphorus removal varies with the phosphorus-ash ratio (42.29–98.49%).

Figure 4 shows that PWA achieves the maximum adsorption (98.80%) with a concentration at 5 g L−1 and 293 K. A high capacity for phosphorus removal (13.18 mg P g−1) has been observed with a concentration at 1.5 g L−1 and 293 K. Water conductivity varies in the range 271–921 μS cm−1 and increases with ash concentration and phosphate-ash ratio, as demonstrated by Kawakita et al. (2008).

Fig. 4
figure 4

PWA in conical flask with 1.5, 2.5 and 5 g L−1 and 2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 65, 70 and 80 mg L−1 of phosphorus, at 293 K

Furthermore, Fig. 5 shows that WSA shows maximum adsorption (94.61%) with a concentration at 10 g L−1 and 293 K. A high capacity for phosphate removal (9.14 mg P g−1) has been observed with a concentration at 2.5 g L−1 and 293 K. An ion exchange process has been observed during phosphorus adsorption. Water conductivity varies in the range 470–1413 μS cm−1 and increases with ash concentration and phosphorus-ash ratio (Kawakita et al. 2008).

Fig. 5
figure 5

WSA in conical flask with 2.5, 5 and 10 g L−1 and 2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 65, 70 and 80 mg L−1 of phosphorus, at 293 K

Moreover, Fig. 6 shows that BSA with a concentration at 10 g L−1 and 293 K shows maximum adsorption at 98.49%. A high capacity for phosphorus removal (13.52 mg P g−1) has been observed with a concentration at 2.5 g L−1 and 293 K. An ion exchange process has been observed during phosphorus adsorption. Water conductivity varies in the range 366–1214 μS cm−1 and increases with ash concentration and phosphorus-ash ratio (Kawakita et al. 2008).

Fig. 6
figure 6

BSA in conical flask with 2.5, 5 and 10 g L−1 and 2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 65, 70 and 80 mg L−1 of phosphorus, at 293 K

Finally, PWA, BSA and WSA data indicates that the adsorbed amount of phosphorus increased with the increasing dose (g L−1) of adsorbent. Thus, with the increasing adsorbent amount, the decreasing adsorption capacity was due to the increasing interface area. But for the adsorption of phosphorus, more ions went into the adsorbent by way of swelling and water absorption by the adsorbent. So, when the ash dose was increased, an increase in phosphorus removal was also observed, as some other authors have also documented for other ash materials (Ma et al. 2011; Vassileva and Voikova 2009).

3.3 Adsorption Isotherms and Effect of Temperature

The temperatures of 283 K, 293 K and 303 K were chosen because the temperature of wastewater coming to rivers and lagoons in the Mediterranean area is normally within these chosen ranges. Martín et al. (2013) measured average temperatures of 291.75 K. In another study, Soria (2006) measured average temperatures of 291.85 ± 6.9 K for the period between 1986 and 1998 and 292.55 ± 6.2 K for the period between 1997 and 2000.

The study of the effects of temperature was carried out. The adsorbent contacts with the phosphorus until reaching a constant equilibrium, which happens after 4 days (96 h). The removal of phosphorus was carried out using synthetic wastewater containing 2.5, 5, 7.5, 10, 15, 20, 25, 30, 40, 50, 60, 65, 70, 75 and 80 mg L−1 of phosphorus. Figure 7 shows the qmax of the three materials considering that the experiments were conducted at different temperatures (283 K, 293 K and 303 K) and with 5 g L−1 for WSA and BSA and 2.5 g L−1 for PWA.

Fig. 7
figure 7

qmax of WSA and BSA in conical flask with 5 g L−1 and qmax of PWA in conical flask with 2.5 g L−1, at 283, 293 and 303 K

The adsorption isotherms were carried out with the same amounts of phosphorus so as not to vary the electrical conductivity of the solution, because of this the amounts of adsorbent vary so that the adsorption isotherm reaches equilibrium.

The obtained results demonstrate for PSA that the temperature increases the phosphorus removal from 96.99 to 97.31%, with a concentration at 2.5 g L−1 and 303 K. Figure 8 shows the maximum adsorption at 97.31%. The best capacity for phosphorus removal (15.7 mg P g−1) was observed with a concentration at 2.5 g L−1 and 303 K for PSA. Water conductivity varied in the range of 361–738 μS cm−1 and increases with the temperature, similar to other authors (Mor et al. 2016).

Fig. 8
figure 8

PWA in conical flask with 2.5 g L−1 and 2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 70 and 80 mg L−1 of phosphorus, at 283, 293 and 303 K

Furthermore, for WSA, the temperature increases the phosphorus removal from 83.05 to 93.94%, with a concentration at 5 g L−1 and 303 K. The maximum adsorption is at 93.94%, as shown in Fig. 9. The worst capacity for phosphorus removal (9.57 mg P g−1) has been observed with a concentration at 5 g L−1 and 303 K for WSA. Water conductivity varies in the range 676–1147 μS cm−1 and increases with the temperature. This behaviour is also observed by El-Naas et al. (2010) and Mor et al. (2016).

Fig. 9
figure 9

WSA in conical flask with 5 g L−1 and 2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 70 and 80 mg L−1 of phosphorus, at 283, 293 and 303 K

Moreover, for BSA, the temperature increases from 95.85 to 97.5% the phosphorus removal, with a concentration at 5 g L−1 and 303 K. Figure 10 shows the maximum adsorption at 97.5%. The second best capacity for phosphorus removal (13.06 mg P g−1) has been observed with a concentration at 5 g L−1 and 303 K for BSA. Water conductivity varies in the range 725–997 μS cm−1 and increases with the temperature, following also the results obtained by Mor et al. (2016).

Fig. 10
figure 10

BSA in conical flask with 5 g L−1 and 2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 70 and 80 mg L−1 of phosphorus, at 283, 293 and 303 K

Table 3 summarizes the isotherm models for adsorption of phosphorus for the three ashes at the different temperatures tested. Consequently, PWA, BSA and WSA data indicate that adsorption increases when temperature increases. This finding matches other studies that confirm that increasing the temperature increases the adsorption efficiency (El-Naas et al. 2010; Mor et al. 2016). In addition, Table 3 shows the fitted parameters of the three studied isotherm models, including coefficients of determination (R2). According to the data obtained, Freundlich isotherm model presents the worst value R2 in all cases. The lower difference Akaike’s Information Criterion (AIC) (Motulsky and Healey 2005) value was obtained with Langmuir isotherm model. Hence, this model is the most probable.

Table 3 Isotherm models for adsorption of phosphorus for three materials at different temperatures

The theoretical Langmuir equation (Langmuir 1916) was originally applied to the adsorption of gases on a solid surface and, subsequently, to the liquid phase. The dynamic equilibrium of adsorption is related with the rate constants of adsorption and desorption. At equilibrium there is no net change, the sum of these two rates is zero, and the constant of this equilibrium (ratio between the adsorption and desorption rate constants) is the Langmuir equilibrium constant (KL). Assuming that, KL is essentially an equilibrium constant of the overall process that takes place during the phosphorus adsorption. So, its temperature dependence can be used to determine the isosteric enthalpy of adsorption, ΔadH°, using the Van’t Hoff equation (Van’t Hoff 1887):

$$ {\left(\frac{\partial \ln K}{\partial \left(1/T\right)}\right)}_{\uptheta}=-\frac{\Delta _{\mathrm{ad}}H{}^{\circ}}{R} $$
(5)

where ln denotes natural logarithm, K is the equilibrium constant, T is the temperature, θ is the coating fraction, Δad is the enthalpy of adsorption and R is the ideal gas constant.

Figure 11 shows the plot of the Van’t Hoff equation of the experimental data. According to Eq. 5, the slope of each curve represents the isosteric enthalpy of adsorption for each adsorbent. The linearity of the curves is quite good, as shown by the high values of the coefficients of determination. The calculated values of the enthalpy are 13.38 kJ mol−1, 8.49 kJ mol−1 and 29.25 kJ mol−1 for PWA, BSA and WSA adsorbents, respectively. These positive values indicate the endothermic nature of the global process that takes place during the phosphorus adsorption.

Fig. 11
figure 11

Thermodynamic plot for adsorption of phosphorus at 283, 293 and 303 K

The reaction is endothermic. The adsorption capacity depends on the energy of the process. The greater the adsorption efficiency, the higher the temperature, which is what provides energy to the adsorption process.

4 Conclusions

This study examined the adsorption of phosphorus by paulownia wood ash (PWA), burley straw ash (BSA) and wheat straw ash (WSA) under varying conditions. The results obtained have demonstrated the high capacity for phosphorus removal of the three tested ashes.

The dates obtained in characterization in the adsorbents indicate that the main elements are calcium and magnesium. On the other hand, the low percentage of carbon indicates that these materials are essentially inorganic.

Moreover, the results also demonstrated that the kinetic process lasted at least 96 h, and that the Langmuir adsorption model showed a better correlation with experimental equilibrium data.

The percentage of phosphorus removal varied significantly with the phosphorus-ash ratio: when the ash dose was increased, an increase in phosphorus removal was also observed.

With the PWA, the percentage of phosphorus removal varies (24.84–98.80%). With the WSA, the percentage of phosphorus removal varies (28.58–94.61%), and with the BSA, the percentage of phosphorus removal varies (42.29–98.49%).

Furthermore, increasing the temperature led to an increase of phosphorus removal and the positive values indicate the endothermic process.

So, PWA showed the best adsorption capacity of the three tested adsorbents, eliminating up to 12.01 mg g−1 of phosphorus from synthetic wastewater with a concentration of 5 g L−1 of adsorbent at 293 K in 96 h. BSA reached up to 11.96 mg g−1 elimination of phosphorus with an adsorbent concentration of 5 g L−1 at 293 K in the same period. WSA reached up to 8.39 mg g−1 with an adsorbent concentration of 5 g L−1 at 293 K.

Finally, the conducted research has demonstrated that after the production of energy in a biomass plant, the fly ashes of wood and/or straw can be reused to improve water quality by reducing the amount of phosphorus in contaminated water in rivers, lakes or lagoons, providing an environmentally sound low-cost remedial treatment. Once the adsorption process is finished, the phosphorus-enriched ash waste generated could then finally act as a valorised fertilizer that farmers could reuse in their fields, fulfilling the objectives of the circular economy.