1. Introduction
Soil acidity is a key factor in soil fertility, since it influences the availability of nutrients and toxic substances, as well as affects the aggregate stability and activity of soil biota, amongst others [
1,
2,
3]. Soil acidity is defined as the sum of acids in a soil, which can neutralize bases by releasing protons [
4]. Soil acidification is one of the most common agronomic challenges in leaching climates and highly productive areas [
5]. It involves the leaching of cationic nutrients (e.g., Ca
2+, K
+ and Mg
2+) and increases the availability of toxic Al cation species. As has been known for centuries, acidic soils can be ameliorated by the application of lime in order to improve crop production. Mainly via an increase in soil pH, liming influences a wide range of soil properties and processes that have positive effects on crop yield [
6,
7]. However, also high pH values above 7.5 can have adverse effects. Hence, lime rates have to be calculated carefully. Even though one can deduct from the soil pH value whether a soil is acidic or alkaline, the pH value alone does not provide sufficient information on the soil acidity. Soil pH reflects only the H
+ concentration in the soil solution (active acidity) while the absorbed H
+ and Al
3+ cations represent the potential acidity, which in cultivated soils is much higher than the active acidity [
8]. In the pH range from 4.5 to 7.5, the pH is mainly buffered by association/dissociation reactions of H
+ ions while dissolution/precipitation processes are relatively slow [
1].
For the adequate determination of lime requirements (LR), three pieces of information are required: the current state of the soil acidity, the soil’s response characteristics (buffering) to lime, and the optimum (target) pH value to be achieved. To quantify soil acidity, the pH buffering and lime requirement of soils, several techniques were developed which can be classified according to Sims [
9] as follows:
Soil–lime incubations:
They involve the mixing of increasing rates of liming material with a fixed weight or volume of soil, equilibrating the soil–lime mixture in a moist state for several weeks or months, and developing a lime–response curve based on the resultant pH changes that are used to determine the lime requirement. This approach is way too time-consuming to be applicable in practical agriculture.
Soil-base titrations:
A soil suspension is titrated or equilibrated with a basic solution, such as Ca(OH)
2 or NaOH, and the soil pH is measured after a certain equilibration time of the soil and the basic solution. LR can then be calculated by the conversion factors applied to the added concentration of basic solution. Several techniques have been used to measure soil buffer capacity [
10,
11,
12,
13,
14,
15,
16]. As summarized by Robson [
1] they differ mainly in: (1) the reagent added to the soil, (2) the conditions of equilibration, and (3) the method of measuring the pH, e.g., the method by Dunn [
10] uses Ca(OH)
2 and an equilibration time of 3 d. Dunn’s method was often regarded as a reference in comparison with other LR methods (e.g., [
17,
18]). In contrast, the base neutralizing capacity (BNC) by Meiwes et al. [
11] is a discontinuous soil-base titration that only requires an incubation time of 18 h. Compared to the incubation method, titration is much faster but still rather laborious and expensive which prevents its frequent application in routine soil testing.
Soil-buffer equilibrations:
Soil–buffer equilibration is the most widespread approach in the USA to assess the soil’s lime requirement (e.g., Shoemaker-McLean-Pratt (SMP) buffer [
19], Adams–Evans buffer [
20] or Mehlich buffer [
21]). A chemical buffer solution is added to a soil sample, allowing the soil and buffer to equilibrate for a certain period of time. After that, the pH of the soil–buffer mixture is measured. The observed decrease in buffer pH is a measure of the amount of soil acidity to be neutralized by liming in order to raise the soil pH to a target pH [
13]. The chemical composition of the buffer solutions is sometimes adapted to the properties of the soils under consideration. Thus, various studies have emphasized the need for a regional calibration of buffer pH methods to verify the suitability of the buffer solution to the range of soil characteristics of a certain geographical region [
9,
22]. The SMP and Mehlich buffer solutions contain hazardous chemicals that must be handled carefully. In conclusion, the involvement of harmful substances and the lack of universality in the soil–buffer equilibration approach are considered critical [
23].
Estimates based on soil pH and additional soil properties:
The estimation methods rely on the measurement of the pH and soil properties that are well correlated with potential acidity (e.g., soil texture, soil organic matter (SOM), soil type or cation-exchange capacity). Based on field trials, empirical relationships have been established between these soil properties and lime requirements. For example, in California (USA), the United Kingdom and in Germany, recommendations for liming are given by defining an optimum pH value needed for the soil and measuring the current soil pH as well as estimating the soil texture (e.g., by hand texturing) and the soil organic matter content (e.g., by loss on ignition). Lime requirement values are listed in look-up tables [
24,
25]. If data of soil texture and soil organic matter are available from earlier investigations, only the pH has to be measured. This can be done quickly and at low costs, which makes the estimation method very attractive for farmers. However, the estimates might be too rough.
The target soil pH value that is considered optimum for agricultural management is actually not an unequivocal value since it has to be derived from the sometimes divergent requirements by the crops and by the maintenance of soil fertility. Crops react differently on soil pH, as some might be less sensitive than others, some have lower optima some have higher. Usually, the whole crop rotation has to be regarded. With respect to long-term soil fertility, one has to be aware that by the addition of a base in the form of lime (CaCO
3), the Ca
2+ ions can trigger the leaching of other cations and accelerate the decomposition of SOM, which should be avoided. Recommendations for target pH values have to find a compromise between these different requirements. Consequently, a range of optimum pH has to be provided. Based on the compilation of 30 years of fertilization trials in Germany studying the correlation between soil pH and agricultural yield, Kerschberger [
26,
27], Kerschberger et al. [
28] and Kerschberger and Marks [
29] concluded that maximum yields were achieved at pH values between 5.3 and 6.6. This is in line with studies from other countries stating that the optimal soil pH for most arable crops ranges between 5.5 and 7 [
30]. In general, the pH optimum is higher for soils with higher amounts of clay and lower amounts of SOM. This is caused by the susceptibility of clayey soils, poor in SOM, to soil compaction as well as by the positive effect of lime on the soil structure due to the role of calcium as bridge bonds in clay–humus complexes. Moreover, clayey soils contain more aluminum, which can be mobilized by acids to cause Al toxicity in plants. Higher amounts of SOM can counteract Al toxicity by forming complexes with Al ions. Thus, at higher SOM contents, the pH optimum and lime requirement decreases [
4,
31].
Due to cost and time efficiency, it is common to use estimation methods for determining pH buffering and target pH. The best management practice of lime rate calculation in Germany relies on an estimation method developed by the Association of German Agricultural Analytic and Research Institutions (VDLUFA) [
25]. It derives the soil pH optimum from soil texture and SOM content and calculates its LR from the current soil pH value. This method can be considered an indirect LR (estimation) method since it is based on empirical relationships derived in field experiments [
26] which does not further take into account (or measure) other factors affecting pH buffering such as clay mineralogy. In contrast, direct LR methods by means of soil-base titrations, such as the BNC, study the effect of base additions on the pH, individually for each soil sample. This might be more accurate than the estimation method. However, due to the extra efforts for material and time, only a few pH buffer curves are reported. Up to our knowledge, no BNC curves were particularly published for soils from Central Europe (north-east Germany), which developed on sediments from the last ice age 10,000 years ago under Holocene conditions. These soils are predominantly sandy and low in humus but exhibit a huge spatial variability on a small scale. Even though the soil acidity of these soils predominantly requires regular lime fertilization, in some places, the pH is naturally high due to the occurrence of carbonates from glacial till.
The objectives of the present paper are to:
Characterize the BNC and pH buffer capacity (pHBC) of agricultural land of north-east Germany;
Analyze the correlation between BNC parameters and BNC-based LR (LRBNC) with soil properties that are well known to affect soil acidity and pHBC (pH, soil texture and SOM); and
Compare the LRBNC with the LR based on the VDLUFA standard procedure for lime fertilization in Germany (LRVDLUFA).
3. Results and Discussion
The descriptive statistics of the laboratory results of soil reference samples as well as the results of the base neutralizing capacity (BNC) analysis are shown in
Table 2. The pH of the soils ranged between 3.8 (extremely acidic) and 7.4 (slightly alkaline) with median values of 6.2 (slightly acidic). The content of SOM was rather low throughout the study region, having minima of 0.8%, maxima of 5.6% and median values of 1.4%. The dominating soil texture classes (following the German Soil Texture Classification System KA5; [
43]) of the soils studied are: loamy sand (56%) and silty sand (17%) whereas clayey loam (9%), clayey sand (7%), sandy loam (7%), pure sand (4%) and loamy clay (0.5%) are of rather sporadic occurrence.
The BNC data show that the initial pH value, which is measured in deionized water (pH0), ranges between 4.5 and 8.0 with a median of 6.7. The addition of up to 5 mmolc (25 g soil)−1 Ca(OH)2 increased the pH successively to 12.1 on average. The difference between the pH0 and pH5 (δpHtotal) was 5.4 units on average. The pH increase per mmolc base added was stronger at lower concentrations and considerably lower at higher concentrations.
The pH reacts non-linearly to the application of increasing quantities of Ca(OH)
2 (
Figure 2). This can be described by an exponential model:
where
α,
β and
γ are the regression coefficients of the exponential function. The exponential model is commonly used in soil science in the description of the kinetics of chemical reactions including titration and buffer curves [
44,
45]. In the range of Ca(OH)
2 applied, the pH response did indicate the presence of not more than one buffering system which could have necessitated the fitting of a more complex model (for titration curves which show the buffering of exchangeable H
+ and Al
3+ the reader is referred to Sparks [
44]). Depending on the differences in the soil acidity and the pH buffer capacity (pHBC), the titration curves of our samples varied as illustrated in
Figure 2A. The coefficients of the model can be understood as follows: whereas
α represents the threshold value to which the pH can maximally increase
Figure 2B), the term
α − β is the starting point of the graph at the axis of ordinates.
β, on the other hand, is described by the difference from the starting point to the end point of the titration curve. Finally,
γ represents the sensitivity of the buffer system. When
γ is close to 0, the curve exhibits a strong concavity with a steep ascent (
Figure 2A, curve a). When
γ is close to 1, the ascent is gentle and the curve is almost linear (
Figure 2A, curve c;
Figure 2B). The parameter
γ particularly characterizes the pHBC of the soils. This can be seen in
Table 2, where the standard deviation of the pH response increases from pH
0 to pH
1.25. Correspondingly, in
Figure 2 one can observe the differences in the concavity and the exponential part of the curves characterizing the strongest pH increase in the course of the curve due to the different pHBCs of the investigated soils. In the subsequent saturation phase of the curve (pH
2.5 and pH
5), when the pH change decreases, the standard deviation decreases (
Table 2). Summery statistics of the BNC model parameters
α,
β and
γ can be found in. Furthermore, it is of interest whether the parameters vary independently from each other or whether they contain redundant information about the pH buffering. In
Table 3 Spearman’s Rho is shown as an indicator of the correlations between the model parameters. Correlations between
α and
γ as well as
β and
γ are weak, indicating that these parameters are largely independent. The correlation of parameters
α and
β is much stronger. This can be explained by the fact that
α and
β form an interaction term in the model (Equation (3)). Visually, one can observe this interaction in
Figure 2B, which shows that both parameters affect the starting point of the curve at the
y axis and thus, they cannot be completely independent from each other.
The exponential shape of the measured titration curves are not in line with earlier studies, which reported an approximately linear relationship between lime application and pH response for the pH range from 4.5 to 6.5 [
14,
46,
47,
48]. However, for wider pH ranges near and above pH 6.5, other authors like Sparks [
44] or Sposito [
45] described a non-linear pH response. Furthermore, Liu et al. [
14] found that for 60% of their titrations performed in deionized water, the initial pH before adding Ca(OH)
2 was lower than the intercept of the linear regression model. This, as well as the course of titration points illustrated in Liu et al. [
14] suggests that a better fit could be obtained by an exponential rather than a linear model. However, this only becomes obvious when a wider range of pH responses is induced as it was done in the present study. Süsser and Schwertmann [
49], Sparks [
44], Sposito, and others stated that the individual shape of the titration curve depends on the characteristics and concentrations of proton-buffering substances in the soil. A list of buffering substances, buffer reactions and main pH ranges of buffering can be found in Schwertmann et al. [
50]. According to Süsser and Schwertmann [
49], soils rich in SOM show a rather linear graph, i.e., the BNC increase is nearly constant over a wider pH range from 2.5 to 7. This is because the acid strength of functional groups of humic substances is evenly distributed over this pH range. On the contrary, soils poor in SOM show non-linear titration curves. The latter applies to our studied soils, showing low amounts of SOM of median values of 1.4%.
Hue and Ikawa [
51] also found exponential lime requirement curves in a study of acid soils from Hawaii. Nelson and Su [
52] studied pHBC in acidic tropical soils and found non-linear titration curves with an exponential shape for pH values above 4–5. However, at a pH value below 4–5, they observed a dramatic increase in the pHBC resulting in an actually sigmoidal graph. Magdoff and Bartlett [
53] also discovered sigmoidal titration curves for soils of Vermont (USA) with high pHBCs below pH 4 and above pH 7. This pHBC increase at low pH values was not observed in the present study due to a lack of strongly acidic soils.
The pHBC of a soil quantifies its ability to resist pH changes upon the addition of H
+ or OH
− ions through neutralization reactions with a buffer substance. The change in pH depends on both the initial pH value as well as the capacity of the buffer substance. As long as the buffer substance is not completely depleted, the pH will not change considerably [
4]. The pHBC is expressed in moles of acid/base needed to change the pH by one unit (mmol
c kg
−1 pH
−1). Consequently, it can be directly deduced from the titration curve. As the BNC titration curve has a non-linear form, the pHBC is not constant over the entire pH range as it would be for a linear model (see [
54]). Thus, it is expressed as follows:
where
α,
β and
γ are the regression coefficients and
pHa and
pHb are the lower and the upper boundary of the pH increase of interest, whereas
pHb − pHa = 1. This implies that the pH change through liming is strongest at low soil pH values and pHBCs, and exponentially decreases towards a threshold value at higher pH values and pHBCs. It has to be emphasized that the agronomically relevant section of the titration curves up to pH 7 are well below that region of saturation where LR increases significantly (see
Figure 2). However, for all 420 soil samples analyzed, the median LR increases from 394 to 449 and from 449 to 524 kg CaCO
3 ha
−1 to achieve a pH increase from pH 4 to 5, 5 to 6, and 6 to 7, respectively.
As the difference of the regression coefficients,
α − β, describes the starting point of the graph, it is a function of the initial pH measured in deionized water (pH
0;
Figure 3A).
β, on the other hand,
Figure 3B). Furthermore, the lower the pH
0, or
α − β, respectively, the higher the total pH increase over all five base additions (
Figure 3B).The δpH
total is affected by the soil’s pHBC showing higher values at lower pHBCs and vice versa.
In a subsequent step, the BNC parameters were correlated with soil properties that are known to affect soil acidity and pHBC, i.e., pH, SOM and soil texture [
54]. This is done by means of bivariate partial correlation (
Table 4) as well as standardized regression coefficients (SRC) from MLR models (
Table 5). Both results clearly show that for all BNC parameters, high correlations as well as sensitivities exist for the soil pH, whereas the association with SOM and soil texture are rather negligible. Consequently, the pH value is by far the most important soil parameter to characterize the pHBC and lime requirement of the investigated soils. This confirms the importance of regular soil pH measurements. A certain exception is the association with
γ where SOM received a comparatively high Spearman’s Rho and SRC value, respectively. This indicates that the concavity of the titration curve, respectively the soil’s pHBC, is equally controlled by pH and SOM: the lower the pH and the higher the SOM content, the larger is
γ. This confirms the statement by Süsser and Schwertmann [
49] that soils rich in SOM show a rather linear titration curve with
γ close to 1.
The higher sensitivity of SOM compared to the soil texture is, at first sight, surprising, since the amounts of SOM are rather low throughout the study region. However, as explained by Stevensen [
55] and Bloom [
54], pH-dependent protonation and deprotonation is governed by carboxylic groups in humic acids. Accordingly, Magdoff and Bartlett [
53], Mikkelsen [
56] (2005) and Nelson and Su [
52] observed pronounced correlations between the pHBC and SOM.
The MLR models with the explanatory variables pH, SOM, clay, and sand were used for the sensitivity determination. However, the best performance in the prediction of BNC parameters was often achieved by the MLR models with a lower number of predictors (
Figure 4). The prediction performance was reasonable for
γ (R
2 = 0.62) and good for
β (R
2 = 0.82), LR
BNC (R
2 = 0.82) and δpH
total (R
2 = 0.85). The prediction model for
α yielded a lower R
2 of 0.49. This was caused by the leverage of some very low and very high
α values which cannot be explained well by the predictors in consideration. Furthermore, all the prediction models have in common that they slightly underestimate high and overestimate low values.
Finally, the LR was determined based on the VDLUFA standard procedure for lime fertilization in Brandenburg (LR
VDLUFA) to be compared with LR
BNC. There are two major differences between the two LR methods. Firstly, LR
BNC can be determined for a freely selectable target pH allowing for an adaptation of liming to specific crop demands, whereas LR
VDLUFA is calculated for a pH optimum that depends on the texture and SOM content designated as a discrete classification system. Secondly, LR
BNC also defines negative LR values providing useful information on the magnitude of soil acidification necessary when a soil has a too high pH value. On that basis, the farmer is able to evaluate if these sections of the field are simply left out of lime treatment or if it is needed to actively acidify the soil to increase soil productivity, e.g., by applying fertilizers that react physiologically or chemically acidic. With respect to economics, it should be considered that LR
BNC does not require the expensive analysis of soil texture and SOM as this is the case with the VDLUFA algorithm. On the other hand, however, if data on texture and SOM are available, only measuring the pH is all that the VDLUFA algorithm needs for calculating the LR while the BNC determination is more laborious and time consuming. Maybe new developments in proximal soil sensing can overcome these shortcomings [
57].
As
Figure 5A and B illustrate, the LR
VDLUFA correlates well with the LR
BNC and LR
BNC(VDLUFA target pH), respectively. As the latter takes into account the VDLUFA target pH values, it received a higher R
2 of 0.57 compared to 0.48 when considering a fixed target pH of 6.5. It is noticeable from the scatterplots that the VDLUFA applies a categorical classification scheme in order to determine the LR whereas LR
BNC is continuous. Consequently, from
Figure 5A, it can be seen that a LR
BNC range from −289 to 420 kg CaCO
3 ha
−1 is associated with a single LR
VDLUFA value of 1786 kg CaCO
3 ha
−1. Furthermore, due to that categorical classification, the VDLUFA scheme sometimes produces rather erratic changes in LR at class boundaries of soil texture and SOM, which are technically and scientifically not justified. The development of a continuous and stepless VDLUFA algorithm for LR calculation could overcome this situation.
From the equations of the two regression models of
Figure 5A,B, the difference between the LR
BNC and LR
VDLUFA can be quantified. As the slope of the regression line has a value of 0.1, LR
VDLUFA is approximately one order of magnitude higher than the LR
BNC. Furthermore, from the intercept it can be stated that a constant surcharge of 119 and 465 kg CaCO
3 ha
−1 needs to be added to the LR
BNC and LR
BNC(VDLUFA target pH), respectively, to obtain the same rates as the LR
VDLUFA. Three main reasons can explain the higher LR
VDLUFA values. First, the VDLUFA adopts a concept of maintenance or conservation liming, which recommends applying lime even when the pH value is already in its optimal range. The intention of this approach is to sustain the optimum pH until the next lime application is due, during the next rotation in three to six years. The rates for conservation liming range between 536 and 3572 kg CaCO
3 ha
−1 with lower values for sandy soils rich in SOM and higher values for clayey soils poor in SOM [
25]. The BNC method, on the other hand, only determines the LR necessary to reach the target pH value but not to preserve it over a longer period of time.
Conservation liming aims at compensating calcium losses due to soil acidifying processes such as leaching and the removal of nutrients, as well as the input or formation of acids. These Ca losses range between 180 and 1250 kg CaCO
3 ha
−1, depending on the crop type (farmland, grassland), soil texture and annual precipitation (
Table 6). When a liming cycle of three years is considered, these values correspond well with the range of conservation liming rates suggested by the VDLUFA protocol. Subtracting the respective amount of conservation liming from LR
VDLUFA reduces the differences of LR
BNC and LR
BNC(VDLUFA target pH) to −92 and 282 kg CaCO
3 ha
−1, respectively. Furthermore, it very slightly increases the R
2 of the respective regression models to 0.49 and 0.58 (
Figure 5 C,D).
A second reason for higher LRVDLUFA values results from the development of the VDLUFA method on the bases of field trials. Hence, the estimation of the pH-buffering effect of the soil as well as the liming effect on soil acidity and yield development were investigated in an open system, i.e., natural soil acidifying processes taking place in the soil during the experiment that have an influence on the reaction of lime and the development of soil acidity are included. Consequently, the pH effect of liming is expected to be depressed by these factors resulting in higher lime recommendations. On the contrary, the BNC method was solely developed on the basis of laboratory analyses. Here, the LR estimation is carried out in a closed system, i.e., processes like the leaching of bases, acid rain or nutrient uptake by plant roots are excluded.
The third reason can be found in the preparation of the soil samples. For BNC, the soil samples are standardized by drying and sieving and are exposed to the basic solution for the entire trial period. Thus, in the laboratory experiments, the chemical reactions triggered by the addition of bases can run more effectively and completely. These results in an underestimation of the LR following the BNC method compared to the VDLUFA method. Using the regression models shown in
Figure 5, LR
BNC can be converted into LR
VDLUFA. However, additional research should be done in order to develop a sound scientific model that adjusts LR
BNC by realistic values of annual Ca
2+ removal and acidification by natural processes and N fertilization. Furthermore, further BNC studies should be carried out in different soilscapes.