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Article

Modified Biochar—A Tool for Wastewater Treatment

1
Faculty of Agriculture, University of South Bohemia in Ceske Budejovice, Studentska 1668, 370 05 Ceske Budejovice, Czech Republic
2
Faculty of Technology, Insitute of Technology and Business in Ceske Budejovice, Okruzni 10, 370 01 Ceske Budejovice, Czech Republic
3
Faculty of Science, University of South Bohemia in Ceske Budejovice, Branisovska 1760, 370 05 Ceske Budejovice, Czech Republic
4
Costin D. Nenitescu Organic Chemistry Center of the Romanian Academy, Splaiul Independentei 202B, RO-060023 Bucharest, Romania
5
Department of Pedotechnics, Faculty of Agriculture, University of Agricultural Sciences and Veterinary Medicine in Iasi, 3, Mihail Sadoveanu Alley, 700490 Iasi, Romania
*
Author to whom correspondence should be addressed.
Energies 2020, 13(20), 5270; https://doi.org/10.3390/en13205270
Submission received: 7 September 2020 / Revised: 3 October 2020 / Accepted: 6 October 2020 / Published: 11 October 2020
(This article belongs to the Special Issue Biowaste Management)

Abstract

:
Global deposits of concentrated phosphates, which are a necessary source for the production of phosphate fertilizers, are limited. These reserves keep getting thinner, and every day, large amounts of phosphorus end up in watercourses. In this study, we verified that modified biochar (saturated with FeCl3 solution and then neutralized with NaOH solution) can adsorb significant amounts of phosphorus from wastewater. Moreover, the agrochemical qualities of sludge water from a municipal wastewater treatment plant, struvite, phosphorus-saturated biochar, and iron(III) phosphate from a reused biochar filter were tested in this study. We determined the amount of mobile phosphorus as well as the amount of extractable phosphorus and its five fractions. It was found that modified biochar can hold one-third of the phosphorus amount contained in the commonly used agricultural fertilizer simple superphosphate (1 × 105 g of modified biochar captures up to 2.79 × 103 g of P). Moreover, plants can more easily access phosphorus biochar fractions than struvite, which is formed spontaneously during sludge management. The results of this research prove that the proposed method of recycling phosphorus from wastewater can be applied in technological practice.

Graphical Abstract

1. Introduction

Phosphorus (P) is the 11th most abundant element in the Earth’s surface (reaching approximately 4 × 1018 g of P) and is, therefore, not considered to be geochemically rare [1]. However, the lack of highly concentrated phosphate reserves has been discussed [2] and, from a practical standpoint, can be considered non-renewable [3]. Phosphate deposits are also unevenly distributed worldwide [4]. For example, Morocco accounts for nearly 50% of natural P deposits [5].
About 90% of worldwide fossil phosphates are used for fertilizer production [6]. Mineral fertilizers are used in intensive farming systems worldwide. At the turn of the millennium, about 1 × 104 g P · ha−1 was applied annually to agricultural land worldwide. In Europe, however, this value was 2.5 × 104 g P · ha−1 · year−1 [7]. The total consumption of P fertilizers in the European Union (EU-27) is almost 1.4 × 106 g · year−1 [8].
Careless use of phosphorus fertilizers has led to eutrophication problems in developed and large developing countries [9]. A major problem responsible for agrochemicals (including P) escaping from fields is erosion [10]. This also is due to the fact that the efficiency of P fertilizer uptake by plants ranges only from 10 to 25% [11]. Because of this, eutrophication is a global problem causing a decline in the quality of both fresh and marine water worldwide [12]. The continuing high levels of phosphorus leeching into water ecosystems will accelerate harmful processes such as algal blooms or hypoxia in aquatic ecosystems [13], which will lead to significant ecosystem changes and to endangerment of a significant number of species [14]. This is one of the most visible examples of biosphere changes due to human activities [15].
The problems caused by excess phosphorus in the wild are, therefore, unquestionable. On the other hand, phosphorus is a limited element for primary production in agricultural ecosystems [16], and the availability of P in agricultural soils is becoming a global problem [17]. Phosphorus is limited either because it is present in insufficient amounts in soils or in forms that are inaccessible to plants. These factors subsequently lead to a decrease in agricultural production [18].
The P cycle in the soil, and consequently other parts in the environment, is influenced not only by the intensity of sorption processes in the soil but also by the type and form of the phosphorus source, the climate, the microbial activity of the soil, and the plants themselves. Complex edaphic processes lead to P immobilization in soil, hampering its timely and sufficient availability for uptake by plants [19]. P can also accumulate significantly in soil despite the current decline in its plant-accessible forms [20]. Therefore, balancing the complete soil system is the only reliable solution. This also takes into account, in addition to omnidirectional inputs and outputs, P transformations and cycles in the soil [21].
In the P cycle, including mining and processing, there are significant losses through its use and consumption. In the face of P deficiency, it is a challenge to minimize these losses and use P as efficiently as possible [22]. Estimates when reserves of P fossil resources will be depleted vary. For example, Scholz and Wellmer [23] do not think this will happen in the coming decades. Cabeza et al. [24] predicted that global P resources will be depleted in 70–175 years. Cordell and White [1] discussed in detail many aspects of P reserves, mining, and consumption, and they explained why it is almost impossible to accurately predict the depletion of P reserves. However, there is general agreement that depletion will take place sooner or later.
While agriculture is the largest consumer of non-renewable phosphorus sources, it is not the only source of P ending up in water resources. For example, it is known that one person produces about 550 liters of urine per year [25], which contains about 365 g of P [26]. By converting this amount, we find that the wastewater of a city with 100,000 inhabitants contains 150 m3 of urine per day with 1 × 105 g of pure P. However, a number of products containing P are used in households (for example, washing powders, toothpastes), which also reach the wastewater. Thus, on average, there is approximately 2.3 g of P for one person per day [27]. It is therefore clear that urban wastewater is a source of P that needs to be addressed.
Sludge water is an even richer source of P. It is produced from wastewater during sludge management in urban wastewater treatment plants after anaerobic sludge stabilization. It often contains up to tens of g/L of P, although much lower concentrations are also common (2.5–27.0 g × 10−3 P/L) [28]. Sewage sludge is a seemingly accessible source of P for soil fertilization. However, there is risk of soil contamination; therefore, use of sludge is subject to strict legislation in developed countries. For this reason, farmers have limited interest in the use of sewage sludge for fertilization [29].
Due to the above-mentioned reasons (limited reserves of P resources, eutrophication of water, etc.), it is necessary to recycle P as much as possible. Especially in developed countries, but also in developing countries, the issue of P recovery from wastewater has been given considerable attention. A large number of technologies have already been developed for recycling P, or at least removing it from wastewater. Only some of them are outlined below.
Currently, precipitation of struvite (MgNH4PO4 · 6H20) from sludge water after anaerobic sludge stabilization is considered the most promising method. Struvite is formed spontaneously at higher pH or in the presence of Mg2+ salts in sludge waters. With this technology, the struvite precipitation efficiency depends mainly on the Mg:NH4:P ratio and the pH of the sludge water. The molar ratio of Mg:P should be 1.3:1 [30] with an optimum pH = 9, but a pH of 8.5 is sufficient [31]. Struvite is also known as a P fertilizer for soil [32,33]. It is a poorly soluble, crystalline substance that slowly releases both P and nitrogen into the soil [34]. However, further examination of whether P recycling technologies, crystallization precipitation technologies, etc., reduce P accessibility are needed.
Crystallization of P is another technology [35]. The process works well mainly at higher P concentrations in sludge water. It crystallizes calcium phosphate with crystallization cores, which are sand, slag, or diatomaceous earth particles in a fluidized bed reactor. The most promising crystallization technology is struvite crystallization.
The recovery of P is also possible using ion exchange. PO43− is removed from sludge water by porous P-selective media, exchanging with cations such as Cl to produce P-depleted effluent while maintaining charge neutrality in the solid media [36].
Adsorption is another group of technologies. Sorbents with Fe, Ca, and Al are used whose interaction with PO43− leads to the formation of hydroxylapatite or vivianite minerals, to ion exchange by surface adsorption or internal ion exchange, or to the creation of hardly definable clusters. The sorbents used are fly ash, Fe oxides, blast furnace slag, and bauxite extraction wastes. Again, these technologies are suitable when there are higher concentrations of P in sludge water and the plant-accessibility of P in the product is low [37].
Phosphorus removal by magnetic microsorbents, such as carbonyl iron particles [38], or Fe3O4 nanoparticles embedded in an SiO2 matrix coated with P-selective ZnFeZr [39] is based on principles similar to adsorption. Magnetic microsorbents are adsorbent materials that have magnetic properties when suspended in wastewater. Nutrients adsorbed on magnetic media are recovered by capturing the suspended media using high-gradient magnetic separators, with subsequent regeneration and precipitation from the regenerant [40].
Other methods used for wastewater treatment include, for example, artificial wetlands [41]. Another method is the biological removal of P using polyphosphate-accumulating bacteria [42]. This microbial process is called enhanced biological phosphorus removal and has, in practice, been incorporated into numerous activated sludge treatment plants [43]. Capturing P with biomass is also promising. Cyanobacteria (Phormidium bohneri, Rhodobacter capsulatus), algae (Chlorella vulgaris), or algae with macrophytes (Chlorella vulgaris and Lemna minuskula) are commonly used.
In the case of phosphorus in terrestrial ecosystems, the total phosphorus in soil is present in a large number of fractions. Most fractions contain P that is in a form not accessible to plants. Forms of P in the soil that have minimal importance in plant nutrition are usually iron phosphates, phosphorus from non-hydrolysable organophosphates, non-extractable (residual) phosphorus, and phosphorus from specific organophosphates (bound in humification products) [44].
Phosphorus from sewage sludge, sludge water, and other forms bound to an easily hydrolysable, and thus degradable, organic matter are easily accessible to plants [45]. Generally, mobile organic and inorganic phosphorus are critical for plants, especially phosphorus in soil solution, microbial biomass, mobile and potentially accessible organic phosphorus, and mobile and potentially accessible inorganic phosphorus. The mobile P fraction (Pmob) encompasses P present in anions of water-soluble, inorganic salts and P present in easily mineralizable, organic forms. The extractable P fraction (Pextr) denotes the sum of calcium (Ca-P), aluminum (Al-P), and ferric (Fe-P) phosphates [46]. Ca-P can be divided into three categories: CaP-I, CaP-II, and CaP-III. Simply put, a higher Roman numeral indicates a reduced availability of P for plants. Al-P is even less accessible, and Fe-P shows an even worse degree of availability [47].
It is therefore clear from the text above that when considering the source of P as a plant nutrient, the amount of P in the product should be taken into account as well as its form and, hence, accessibility to plants. This research assumes the possibility of using modified biochar as a phosphorus sorbent in wastewater and, subsequently, as an easily accessible source of phosphorus for plants. The aim is to purify wastewater by removing phosphorus and, thus, reduce the amount that enters the environment as well as obtain a high-quality phosphorus fertilizer with high added value.

2. Material and Methods

2.1. Origin and Characteristics of Products 1 and 2

Product 1 was sludge water. Water was taken in September 2018 from the central wastewater treatment plant in Prague (Bubeneč, part of the city) after it passed through a sedimentation tank. Prior to sampling, phosphate precipitation was stopped. The sludge water had a temperature of 16 °C and pH 7.2. The concentration of P was 4.9 × 10−2 g PO43−/L, and total phosphorus was 6.2 × 10−2 g P/L.
Struvite (Product 2), which is generated spontaneously in the presence of Mg2+ in wastewater treatment plants, was also tested. Struvite precipitation from sludge water was carried out in a six-basin coagulation mixer for 24 h according to the methodology described by Sýkorová et al. [28]. Product 3, phosphorus-saturated biochar, and Product 4, iron(III) phosphate ([Fe(PO4)3]6−), are newly tested products whose technical development is described below.

2.2. The Essence of the Technical Method to Obtain Products 3 and 4

Recycling sorption technologies have been designed and tested. The sorbent was a biochar filter. Its sorption capacity was saturated with FeCl3 solution (10%), neutralized with NaOH solution (5%), and then washed with water.
After washing the saturated biochar filter with clean water, purified wastewater was pumped through the filter from the sewage treatment plant (the location of the biochar filter in the water purification process is shown in Figure 1). If P-rich sludge water from the treatment plant (after anaerobic sludge stabilization) is to be used, it must be cleared of suspended organic substances via sand filtration, and possibly also by activation, because the organic substances can quickly clog the biochar filter. After reaching the sorption capacity of the filter, it was then possible to select from two methods to use the obtained material.
Phosphorus-saturated biochar, Product 3, was ready for use as a P fertilizer after drying.
If the other method is followed, in which the filter is used repeatedly, then Product 4 (iron(III) phosphate) is obtained. The filter was washed with dilute HCl (pH of washing solution = 5.5). The solution was then neutralized with NaOH to pH = 8 to give iron(III) phosphate. The filter was again ready for use after re-saturation with iron.

2.3. Description of the Practical Implementation of Products 3 and 4

In the experiment, 200 g of biochar was used. The biochar was made from coconut shells via carbonization at a temperature of up to 350 °C, then mixing with a 10% FeCl3 solution, and finally leaving at 20 °C for 12 h. After filtration, a 5% NaOH solution was allowed to flow through the wet biochar until the pH at the effluent remained unchanged. This was followed by washing with water until the pH at the effluent remained unchanged. Dry matter was found in the wet product after removing the water.
A phosphate solution was brought to the filter. Concentrations of 0, 20, 40, 60, 80, and 100 × 10−3 g P/L were used. The absorbed amount of P per 1 g of modified biochar and the equilibrium concentration of P in the solution after absorption were determined. A chart was then created in which the absorbed amount (g · 10−3 P/g of sorbent) was written on the vertical axis and the concentration of P (g/L of the equilibrium solution) on the horizontal axis. The chart showed how much P the biochar was able to capture. The empirical Freundlich isotherm for phosphorus adsorption was used:
q = K f × c 1 / n
where q is the sorbed P (g · 10−3 P/g of sorbent), Kf is the Freundlich partitioning coefficient, c is the equilibrium P concentration in the supernatant solution (g · 10−3 P/L), and 1/n is the sorption intensity.

2.4. Evaluation of Fertilizer Product Quality

Consequently, the following fertilizers were used to evaluate the fertilizer efficiency:
  • Original sludge water,
  • Struvite precipitated from sludge water,
  • Phosphorus-saturated biochar, and
  • Iron(III) phosphate from a reused biochar filter.
Due to the low mobility of P in soil, long-term contact of the P source with soil was simulated to assess the agrochemical quality of the obtained fertilizer products.
A sample of Haplic Cambisol (Table 1) soil was saturated with water to maximum capillary capacity, released from the Kopecký cylinder, and crushed and combined with the investigated P source in a 1 L polyethylene bottle. To obtain measurable results, a higher total P addition was chosen (the same for all four phosphorous sources), namely 6.2 × 10−3 g P per 1 g of soil. Thus, the sludge water had to be concentrated by evaporation in a water bath to one tenth of the volume. The bottle was sealed and shaken on a rotary shaker for 24 h. Afterwards, it was stored in a thermostat at 28 °C for 3 days. After removal from the thermostat, the bottle was emptied into a flat photographic dish, aerated, returned to the polyethylene bottle, and the evaporated water was added. This procedure was repeated 5 times.
Upon completion of preparing the experimental soil, the mobile phosphorus as well as extractable soil phosphorus and its five fractions (CaP-I, CaP-II, and CaP-III fractions, which are easily accessible to plants, and Al-P and Fe-P) were determined. Pmob was analyzed according Kovar and Piezinsky [48]. Pextr was analyzed according to Ginzburg and Lebedeva [49]. Following this procedure, 1 g of soil was extracted successively with 1% (NH4)2SO4 (pH 4.8), 0.5 N CH3COOH (pH 4.2), 0.5 N NH4F (pH 8.5), 0.1 N NaOH, and 0.5 N H2SO4. Fractionation of organic P was not performed in this experiment.
Data were analyzed using STATISTICA (version 12, TIBCO Software Inc., Palo Alto, CA 94304 USA). One-way analysis of variance (ANOVA) with a subsequent post hoc Tukey test was used to analyze differences between P sources. The level of significance for all analyses was ρ ≤ 0.05.

3. Results and Discussion

3.1. Efficiency of Sorption

This study of recycling phosphorus from wastewater using biochar brought attention-grabbing results. From Figure 2, it can be seen that the capacity of the modified biochar was 27.93 mg of P · g−1 of sorbent. In other words, 1 g of given biochar (in the described treatment) at the maximum test concentration of the original solution (100 g × 10−3 P/L) was able to capture 27.93 × 10−3 g of P (with a sorption efficiency of 27.9%), i.e., 6.4 × 103 g of P2O5. For comparison, the classic, simple superphosphate P fertilizer contains about 16 % P2O5.
However, a higher sorption efficiency was recorded in concentrations of 40–80 g · 10–3 P/L, and a maximum of 34.5% P was purified from the wastewater. Nonetheless, the amount of adsorbed phosphorus was lower. If there was only 20 × 10−3 g P/L in the wastewater, 1 g of biochar would only capture 3.6 × 10–2 g of P. The P content in the wastewater was reduced by less than one fifth (from 20 × 10–3 g P/L to 16.4 × 10–3 g P/L).
The Freundlich equation, which gives an expression that defines the surface heterogeneity and the exponential distribution of active sites and their energies, has the form q = 8.625 × c1/0.735, where the coefficient of determination (R2) is 0.86. In this context, it should be noted that the sorption properties of different biochars may be quite different depending on the type of pyrolysed organic matter or the temperature during the process [50].
Compared to technologies that employ struvite precipitation, sorption by a biochar filter appears to be less effective. The efficiency of P removal from wastewater by struvite precipitation is mentioned in the literature to be more than 90% [51]. For this reason, struvite precipitation should not be neglected in the wastewater treatment process, but instead placed behind the biochar filter.

3.2. Quality of Products

Four products were obtained from sludge management, which can be used as phosphorus fertilizers, and were analyzed. Differences in phosphorus content between various fractions (Figure 3) were found (one-way ANOVA, F(9, 34.223) = 34,153, p < 0.0001).
The experiment proved that the original sludge water contained the highest amount of total phosphorus, including the Pmob fraction, which is crucial for plant nutrition. The Porg content was also the highest in sludge water, followed by struvite. In the biochar and iron (III) phosphate products, the amount of Porg was the lowest. The same order of values of phosphorus content was found in the Pextr fraction.
From the above, it seems that the application of sludge water to soil would be the most beneficial from a plant nutrition standpoint. However, the disadvantage of using sludge water is its high transport costs caused by the high water content [52]. Wider use of water sludge has also been hampered by strict legislative rules [53]. This is because sludge can contain harmful organic and inorganic contaminants, and in some cases the application of sludge to agricultural land can contaminate water, soil, and the food chain [54].
If we do not take into account wastewater, struvite contained the most P and may appear to be the best fertilizing product at first glance. It is also often rated as an excellent, slowly soluble P fertilizer in the literature [32,55,56]. However, from an agricultural point of view, the agrochemical quality of the obtained phosphorus sources is essential. Phosphorus is extremely immobile in soil [57], and its losses by washout from the soil are negligible. Moreover, the amount of P in agricultural soils is still relatively small compared to what plants need in terrestrial agroecosystems [58]. The assumption that low solubility of P fertilizers is an advantage for fertilization and plant nutrition is, therefore, not justified. As many accessible forms of phosphorus as possible are required in agricultural practice. The quality of struvite as a P fertilizer and its solubility were covered in Degryse et al. [59]. They assumed that struvite is considered by many authors to be a quality P fertilizer, as their results are based on experiments where struvite was mixed directly into soil in powder form. Nevertheless, in agricultural practice, struvite must be applied to fields in the form of granules. However, this form of struvite greatly reduces its solubility. Solubility is also significantly influenced by the soil pH. Intensive biological activity also plays an important role in this context [60,61]. Thus, struvite as a phosphorus fertilizer is not optimal.
The distribution of Pextr into fractions according to plant accessibility is shown in Figure 4. From the point of view of plant accessibility, the most important fractions were CaP-I and CaP-II. As far as these fractions are concerned, better results were found for products based on the use of biochar in comparison to struvite. Furthermore, both biochar-based products have fewer plant-inaccessible CaP-III fractions than struvite. If we compare phosphorus-saturated biochar and iron(III) phosphate from an agrochemical point of view, phosphorus-saturated biochar seemed to be slightly better. In addition, biochar itself has a number of properties that improve the soil [62,63]. The influence of biochar on the increase in soil water retention capacity [64] in support of biological activity [65] was described. Biochar is also important for climate protection because it can sequester carbon [66]. Compared to struvite, both biochar-based products have fewer plant-inaccessible CaP-III fractions.
The price of biochar is the main factor to consider, from an economic perspective, when implementing this technology. However, these costs can vary greatly over time, location, and input materials. Data on the price of biochar in specialized literature are different. According to Jirka and Tomlinson [67], the global mean price of 1 × 103 g of biochar is 2.65 USD. Vochozka et al. [68] report 0.3–0.5 EUR per 1 × 103 g. Latawiec et al. [69] claim that the potential benefits of its use outweigh the great labor cost, and as a result biochar is 617% more expensive than common fertilizers. Nonetheless, biochar should not be valued via conventional nutrient optics (as fertilizer), nor as a biofuel. It should be priced, rather, for its soil-improving properties [70]. On the other hand, smaller-scale biochar production near feedstock sources and/or application sites that incorporate energy recovery can further reduce production costs, reaching close to zero. In addition, biochar cost could be further reduced when combined with other new technologies, for example novel thermosiphon-powered reverse osmosis [71] or solar thermal heating applications [72]. Therefore, its use and importance has increased in recent years [73]. Given the additional benefits from biochar use, such as carbon sequestration, farmers could also benefit from eventual payments for ecosystem services to leverage the costs and contribute to global goals to combat climate change [69].

4. Conclusions

The presumption that, from an agrochemical point of view, sludge water would be the best source of phosphorus for agricultural crops was confirmed (it contained the most phosphorus in all fractions). Nevertheless, its use in many countries is hindered by legal regulations. Therefore, other possibilities of using wastewater as a source of fertilizer for plants were investigated. We found that biochar can be successfully used in the wastewater treatment process as a phosphorus sorbent. Modified biochar in the amount of 1 × 105 g can capture 2.79 × 103 g of P. With this method of recycling, two types of products (phosphorous fertilizers) can be produced: iron(III) phosphate (possibility of repeated filter use) and phosphorus-saturated biochar. In addition to phosphorus, the latter product also supplies biochar to the soil, which is widely recognized to improve soil. Phosphorus-saturated biochar and iron(III) phosphate had good fertilizing properties; they contained a total of 61.5 and 59.6 g × 10−3 P/g · 103 of soil, respectively, in easily accessible fractions CaP-I and CaP-II. Struvite, which is created spontaneously in wastewater treatment plants, contained only 47.7 g × 10–3 P/g · 103 of soil in easily accessible fractions. It contained an especially low accessible CaP-III fraction (116.6 g × 10–3 P/g · 103 of soil). Such fractions may be a source of P nutrients in the long-term, but they are unsuitable as an accessible fertilizer.
Highlights
  • Retrieval of phosphorus from wastewater by a biochar filter
  • Obtaining a soil improver containing easily plant-accessible phosphorus
  • The technology has the potential for use in waste management and agriculture

Author Contributions

Conceptualization, M.K. and L.K.; methodology, L.K.; formal analysis, O.S.; investigation, F.T., J.P., R.V., J.B. and F.F.; resources, X.X.; data curation, O.S.; writing—original draft preparation, M.K. and L.K.; writing—review and editing, M.K and P.M.; supervision, D.B.; project administration, P.B.; funding acquisition, P.K. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by the University of South Bohemia in Ceske Budejovice grant number GAJU 059/2019/Z.

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. Wastewater management process.
Figure 1. Wastewater management process.
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Figure 2. Adsorbed amount of phosphorus at different concentrations of solution.
Figure 2. Adsorbed amount of phosphorus at different concentrations of solution.
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Figure 3. Phosphorus in Haplic Cambisol soil after addition of 6.2 × 10−3 g of P (in phosphorus source)/g of soil (Mehlich II). Vertical bars denote 0.95 confidence intervals. Significant differences between the concentrations of different kinds of phosphorus among the tested extraction products are shown in small letters (Tukey’s honest significance test).
Figure 3. Phosphorus in Haplic Cambisol soil after addition of 6.2 × 10−3 g of P (in phosphorus source)/g of soil (Mehlich II). Vertical bars denote 0.95 confidence intervals. Significant differences between the concentrations of different kinds of phosphorus among the tested extraction products are shown in small letters (Tukey’s honest significance test).
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Figure 4. Fractionation of Pextr into categories.
Figure 4. Fractionation of Pextr into categories.
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Table 1. Phosphorus in Haplic Cambisol soil before the experiment ( ± SD; Mehlich II).
Table 1. Phosphorus in Haplic Cambisol soil before the experiment ( ± SD; Mehlich II).
Pmob
(g · 103
/g · 103)
Pextr
(g · 103
/g · 103)
CaP I
(%Pextr)
CaP II
(%Pextr)
CaP III
(%Pextr)
AlP
(%Pextr)
FeP
(%Pextr)
Porg
(g · 103
/g · 103)
Ptot
(g · 103
/g · 103)
25 ± 4138 ± 171014222628294 ± 231828 ± 22

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MDPI and ACS Style

Kopecký, M.; Kolář, L.; Konvalina, P.; Strunecký, O.; Teodorescu, F.; Mráz, P.; Peterka, J.; Váchalová, R.; Bernas, J.; Bartoš, P.; et al. Modified Biochar—A Tool for Wastewater Treatment. Energies 2020, 13, 5270. https://doi.org/10.3390/en13205270

AMA Style

Kopecký M, Kolář L, Konvalina P, Strunecký O, Teodorescu F, Mráz P, Peterka J, Váchalová R, Bernas J, Bartoš P, et al. Modified Biochar—A Tool for Wastewater Treatment. Energies. 2020; 13(20):5270. https://doi.org/10.3390/en13205270

Chicago/Turabian Style

Kopecký, Marek, Ladislav Kolář, Petr Konvalina, Otakar Strunecký, Florina Teodorescu, Petr Mráz, Jiří Peterka, Radka Váchalová, Jaroslav Bernas, Petr Bartoš, and et al. 2020. "Modified Biochar—A Tool for Wastewater Treatment" Energies 13, no. 20: 5270. https://doi.org/10.3390/en13205270

APA Style

Kopecký, M., Kolář, L., Konvalina, P., Strunecký, O., Teodorescu, F., Mráz, P., Peterka, J., Váchalová, R., Bernas, J., Bartoš, P., Filipov, F., & Bucur, D. (2020). Modified Biochar—A Tool for Wastewater Treatment. Energies, 13(20), 5270. https://doi.org/10.3390/en13205270

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