{'fraction_non_alphanumeric': 0.041755845414529744, 'fraction_numerical': 0.02628922182288091, 'mean_word_length': 4.641002277904328, 'pattern_counts': {'":': 0, '<': 2, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 1, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Effects of Biochar Addition on Rill Flow Resistance

: The development of rills on a hillslope whose soil is amended by biochar remains a topic to be developed. A theoretical rill ﬂow resistance equation, obtained by the integration of a power velocity distribution, was assessed using available measurements at plot scale with a biochar added soil. The biochar was incorporated and mixed with the arable soil using a biochar content BC of 6 and 12 kg m − 2 . The developed analysis demonstrated that an accurate estimate of the velocity proﬁle parameter Γ v can be obtained by the proposed power equation using an exponent e of the Reynolds number which decreases for increasing BC values. This result pointed out that the increase of biochar content dumps ﬂow turbulence. The agreement between the measured friction factor values and those calculated by the proposed ﬂow resistance equation, with Γ v values estimated by the power equation calibrated on the available measurements, is characterized by errors which are always less than or equal to ± 10% and less than or equal to ± 3% for 75.0% of cases. In conclusion, the available measurements and the developed analysis allowed for (i) the calibration of the relationship between Γ v , the bed slope, the ﬂow Froude number, and the Reynolds number, (ii) the assessment of the inﬂuence of biochar content on ﬂow resistance and, (iii) stating that the theoretical ﬂow resistance equation gives an accurate estimate of the Darcy–Weisbach friction factor for rill ﬂows on biochar added soils.


Introduction
Soil erosion is one of the most underrated environmental problems which affect our society, and its importance has been highlighted by many field investigations [1]. The soil formation is a long-lasting process which requires hundreds of years to be ended. The rate of soil erosion in farmland is 10-40 times faster than the rate of soil formation. In addition, landscape protection is often inadequate and interventions to prevent damages due to hydrogeological instability are scarce. About 80% of agricultural land degradation is caused by soil erosion. The Joint Research Centre (JRC) estimated that, in Europe soil, erosion affects over 12 million hectares of land and leads to a €1.25 billion loss in crop productivity [2].
Soil water erosion has both on-site (reduction of soil fertility and productivity) and off-site (river over-sedimentation, reservoir sedimentation and degradation of water quality) impacts [3]. Soil erosion determines nutrient losses, as nitrogen, phosphorus, and potassium, and the decrease of total organic carbon [4]. In areas characterized by a limited or no use of pesticides, as those characterized by organic farming, water pollution or quality degradation is mainly due to soil erosion and leaching of plant nutrients. The capacity of transported sediments to carry chemicals is closely related to their specific surface area, which is in turn largely dependent on organic matter and clay content of the transported particles and aggregates [5]. Soil erosion could contribute to global warming, because CO 2 is released to the atmosphere due to the oxidation of enormous amounts of biomass carbon in the soil [6]. Therefore, an incautious and opportunist use of soils results in a declining provision of the soil's ecosystem services. clay), a single slope of 27%, and a rainfall intensity of 90 mm h −1 . Li et al. [26] detected that lower (1% and 3%) and higher (5% and 7%) biochar application rates were generally able to inhibit and promote soil loss, respectively. The combined application rate of 1% and <0.25 mm biochar treatment resulted in the optimal combination for reducing runoff and soil loss.
Li et al. [27] used the same experimental layout as Li et al. [26] to investigate the same silt loam soil and applied an apple branch-based biochar. This investigation demonstrated that coarse biochar (1-2 mm size) is retained in the soil better than biochar with smaller particles. Furthermore, the biochar applied at lower rates (less than or equal to 3%) can be a promising amendment to improve degraded loess soils and reduce rapid soil degradation due to soil erosion.
Sadeghi et al. [28] carried out a small plot (0.25 m 2 ) experiment to determine the effects of addition of vinasse-produced biochar on protection against soil erosion on a sandy clay loam soil. The experimental laboratory runs were carried out using an 8 t ha −1 biochar application rate distributed on the surface 24 h or 48 h before the rainfall simulation. A single rainfall intensity of 50 mm h −1 and a constant slope of 20% were used to estimate the effects on soil erosion. The simulation experiments demonstrated that vinasse-produced biochar reduces the runoff volume, soil loss, and sediment concentration rates.
Zhang et al. [29] pointed out that inconsistent results were obtained on the influence of the biochar addition on soil erosion. Recent researches concluded that the addition of biochar to soil may promote [26,30,31] or inhibit [25,28,[32][33][34][35] soil erosion. These inconsistences can be explained considering the differences due to the biochar type and its particle size, soil type, biochar addition method (incorporated into the soil or spread over the soil surface), plant growth, and soil physicochemical property changes due to biochar additions.
In particular, the biochar addition method directly affected runoff and sediment production. When the biochar was distributed on the soil surface [28,36] a biochar layer was formed and safeguarded the surficial soil structure, inhibited seal formation, increased infiltration, and avoided soil particle detachment, thus decreasing the total runoff and soil loss. However, distribution of biochar on soil surface as an additive to improve soil quality is impractical due to the high transportability by water of the low-density biochar particles [28]. Biochar distribution on soil surface causes an increased erosion of lowdensity biochar particles by water and determines less soil loss. Biochar is usually added into the arable soil horizon and thoroughly mixed to improve its properties.
Zhang et al. [29] suggested that biochar addition alters the soil erodibility, which is a variable determined by intrinsic soil properties and describing the resistance of soil to erosive phenomena. The soil properties affecting interrill erodibility might change in dependence of biochar application and, consequently, a variation of soil erodibility could exhaustively describe the role of biochar addition against erosive phenomena. Zhang et al. [29] carried out some experiments by using small perforated metal boxes (0.45 m long, 0.3 m wide, and 0.10 m deep) having a slope gradient of 17%. Simulated rainfall events, characterized by four intensities (25,50,75, and 100 mm h −1 ), were sequentially applied in each run to detect the effect of biochar application at different rainfall intensities and determine interrill erodibility. The experimental setup envisaged three biochar application rates (2%, 5%, and 8% by weight) and two incubation periods of biochar-added soil (no incubation and a 140-day incubation).
The addition of biochar to the investigated clay loam soil reduced the soil bulk density and soil strength, delayed the formation of a seal, and reduced the soil compactness [33,37,38], suggesting that the protection of biochar-added soil against the erosive action becomes lower as compared to soil without biochar.
The interrill erodibility of the soil with no biochar was appreciably lower as compared to the biochar-added soil. Biochar addition increased interrill erodibility by 20-30%. No substantial differences in interrill erodibility were detected among the biochar-added treatments [29].
Since rill erosion depends on rill flow characteristics [39], a key to model rill erosion processes is to determine hydraulic variables as flow discharge Q, water depth h, mean flow velocity V, and roughness coefficient [40,41]. Rill morphology is determined by the modification of width, depth, and bed roughness caused by the interaction between the flow and the mobile bed rill surface.
All examined experimental investigations used small plots in which interrill erosion occurs and rill erosion is prevented. The development of rills on a hillslope whose soil is amended by biochar is still a topic to be deepened. Recently, Li et al. [42] performed an experimental investigation at plot scale and using a rainfall simulation system able to generate rainfall intensity in the range of 50-100 mm h −1 . The surface soil layer (0-30 cm) was amended by a corn straw biochar. This study showed that the biochar application modifies the rill development, and increases the soil surface roughness affecting the runoff velocity. This analysis supported the idea that to establish the influence of biochar on rill erosion mechanism, the hydraulic variables of rill flows after applying biochar have to be studied.
In previous studies, a theoretical relationship obtained by the integration of a powervelocity profile deduced by the dimensional analysis and self-similarity theory was presented to calculate the Darcy-Weisbach friction factor f = (8 g R s)/V 2 [43,44], in which g is the acceleration due to gravity, R is the hydraulic radius, and s is the plot slope, and its applicability was tested for rill flows [41,[45][46][47][48][49][50][51][52]. In this study, the theoretical approach by Ferro [43,44] was assessed by measurements (flow depth h, plot slope s, mean flow velocity V, flow Reynolds number Re = V h/ν k , in which ν k is the kinematic viscosity, flow Froude number F = V/ √ (g h) and Darcy-Weisbach friction factor f ) carried out by Li et al. [42] in plots where rills developed on a soil amended by biochar addition.
The specific objectives of this paper were: (a) to apply the theoretical approach by Ferro [43,44] using plot-scale measurements to estimate the rill flow resistance for biochar amended and non-amended soils and (b) to estimate the Darcy-Weisbach friction factor for different biochar contents.

Experiments by Li et al. (2021)
Li et al. [42] developed an experimental investigation using twelve plots (5 m long and 2 m wide) in which the 0-30 cm soil layer was amended by a corn straw biochar. Four values of plot slope angle (1.8 • , 3.6 • , 5.4 • and 7.2 • ) were used.
The surface soil layer (0-30 cm) was loam (40.85% sand, 20.41% silt and 38.74% clay) and the corn straw biochar was applied to the surface of the experimental plot. The biochar was incorporated and mixed with the arable soil using the traditional agricultural manual mixing method. Two biochar treatments were carried out with a biochar content BC of 6 and 12 kg m −2 , corresponding to 1.4 and 3% of the soil mass in the surface (0-30 cm) soil layer.
The rainfall events were applied by a simulator which is able to set rainfall intensity values ranging from 50 to 100 mm h −1 . At the beginning of October 2017, biochar was applied to the plot surface while the first simulated rainfall experiment was carried out in early May of 2018 and the second rainfall test in May of 2019. A total number of 24 experimental runs (4 slope angles × 3 biochar contents × 2 years) were performed. The rill flow velocity was measured by the dye-tracer technique using a potassium permanganate solution. The investigated hydraulic conditions were characterized by transitional and turbulent flows (508 ≤ Re ≤ 5718) and subcritical flows (0.30 ≤ F ≤ 0.42) (Figure 1). More details on the experimental apparatus and measurement techniques are reported in Li et al. [42].

The Rill Flow Resistance Equation
For an open channel flow, the local velocity profile v(y) along a given vertical is expressed as follows [41,[53][54][55]: , , , , * , , , , = in which φ is a functional symbol, v is the local velocity, y is the distance from the bed, h is water depth, d is a characteristic bed particle diameter, u*= √(g R s) is the shear velocity, R is the hydraulic radius, s is bed slope, ρ is the water density, and μ is the dynamic water viscosity.
Applying the Π-Theorem of the dimensional analysis and using as dimensional independent variables y, u* and μ, Equation (1) can be expressed by the following dimensionless functional relationship [48] where φ1 is a functional symbol.
Assuming the Incomplete Self-Similarity in u*y/νk [43,[56][57][58][59] and taking into account that the Froude number also accounts for the ratio h/d [44], the integration of Equation (2) leads to the following velocity profile: * = ( , , ) * where Г(s, Re, F) is a function to be determined by velocity measurements and the exponent δ is calculated by this theoretical equation [60,61]: (4) The following expression of the Darcy-Weisbach friction factor f is deduced [43,54,62] by integrating Equation (3):

The Rill Flow Resistance Equation
For an open channel flow, the local velocity profile v(y) along a given vertical is expressed as follows [41,[53][54][55]: in which ϕ is a functional symbol, v is the local velocity, y is the distance from the bed, h is water depth, d is a characteristic bed particle diameter, u * = √ (g R s) is the shear velocity, R is the hydraulic radius, s is bed slope, ρ is the water density, and µ is the dynamic water viscosity.
Applying the Π-Theorem of the dimensional analysis and using as dimensional independent variables y, u * and µ, Equation (1) can be expressed by the following dimensionless functional relationship [48]: where ϕ 1 is a functional symbol. Assuming the Incomplete Self-Similarity in u * y/ν k [43,[56][57][58][59] and taking into account that the Froude number also accounts for the ratio h/d [44], the integration of Equation (2) leads to the following velocity profile: where Γ(s, Re, F) is a function to be determined by velocity measurements and the exponent δ is calculated by this theoretical equation [60,61]: The following expression of the Darcy-Weisbach friction factor f is deduced [43,54,62] by integrating Equation (3): By the velocity profile Equation (3), the following estimate Γ v of Γ function [43,62] is attained by establishing as α h the distance y where the local velocity equals the crosssection average velocity V: The coefficient α, which is less than 1, considers that both V is located under the water surface and the mean velocity profile in the cross-section is referred to. The coefficient α has to be calculated by the following theoretical relationship deduced by Ferro [43]: Considering that, in agreement with Equation (3), Γ theoretically just depends on s, Re, and F [44,63], the following power equation can be used to determine Γ v : where a, b, c, and e are calibrating coefficients to be estimated by experimental measurements.

Results
The database used in this investigation (24 experimental runs) is characterized by a soil having specific texture characteristics (clay loam). Figure 1 supports the idea that the biochar content BC (0, 6 and 12 kg m −2 ) does not affect the flow regime while an appreciable decrease of F is obtained for increasing BC values.
At first, applying the hypothesis of previous studies carried out with rills developed on soils having a different texture [51,52] and for overland flow under simulated rainfall with different types of vegetation [64], the coefficients b, c, and e of the hydraulic variables were assumed independent of other effects such as those of soil texture and vegetation. Thereby, the coefficient a can be used to express a specific effect (soil texture, vegetation) on the flow resistance. According to this hypothesis, Equation (8) was firstly calibrated using the measurements carried out for the original soil (BC = 0 kg m −2 ), obtaining: The comparison between the measured Γ v values, obtained by Equation (6), and those calculated by Equation (9) is plotted in Figure 2a and, being the pairs very close to the 1:1 line, demonstrates a good agreement of Equation (9) with the measurements for BC = 0 kg m −2 . Figure 2b shows the good agreement between the measured friction factor values, and the ones, f, calculated by Equation (5) with Γ v values estimated by Equation (9). The friction factor values calculated by Equations (5) and (9) are characterized by errors that are always less than ±3%.
For testing the effect of the biochar content BC on the rill flow resistance equation, the following equation was applied: in which X = F 0.6397 Re 0.2118 s −0.849 and the coefficient a varies with biochar content and is equal to 0.0276 when BC = 0. For each dataset (BC = 6 and 12 kg m −2 ), the behavior of the pairs (X, Γ v ) was investigated and the value of the a coefficient, equal to the slope coefficient of the best-fit straight line passing through the origin of the axes, was estimated. For BC = 6 and 12 kg m −2 , Figure 3 shows the comparison between the experimental pairs (X, Γ v ) and Equation (10) with a = 0.0297 for BC = 6 kg m −2 ( Figure 3a) and a = 0.0311 for BC = 12 kg m −2 (Figure 3b). For the highest BC value and the lowest X values (14.4 ≤ X ≤ 17.4), Equation (10) with a = 0.0311 tends to overestimate Γ and, as a consequence, to underestimate f (Figure 4).
Introducing Equation (10) into Equation (5), the following equation to estimate the Darcy-Weisbach friction factor was obtained: Figure 4 shows the comparison between the measured friction factor values, and the ones, f, calculated by Equation (11) with Γ v values estimated by Equation (10) with a = 0.0276, 0.0297, and 0.0311 for BC = 0, 6, and 12 kg m −2 , respectively. The agreement between the measured and calculated friction factor values is characterized by errors less than or equal to ±10% for 83.3% of cases and ±3% for 45.8% of cases.
The performance of Equation (11)      Introducing Equation (10) into Equation (5), the following equation to estimate the Darcy-Weisbach friction factor was obtained: Figure 4 shows the comparison between the measured friction factor values, and the For considering the effect of biochar content on flow turbulence, the following equation to estimate Γ v was applied: in which Y = F 0.6397 s −0.849 and the coefficients a and e vary with biochar content and are equal to 0.0276 and 0.2118 when BC = 0, respectively. For each dataset (BC = 6 and 12 kg m −2 ), the behaviour of the pairs (Re, Γ v /Y) was investigated, and the values of the coefficients a and e of Equation (12) were estimated by a least-square technique. Figure 5 shows the comparison between the experimental pairs (Re, Γ v /Y) and Equation (12) Even if only two BC values were investigated, Figure 6 shows that the coefficients a ( Figure 6a) and e (Figure 6b) depend on the biochar content according to the following relationships: + .
− . Figure 7 shows the comparison between the measured friction factor values, and the ones, f, calculated by Equations (5), (12) (13) and (14). The agreement between the measured and calculated friction factor values is characterized by errors which are always less than or equal to ±10% and less than or equal to ±3% for 75.0% of cases. Even if only two BC values were investigated, Figure 6 shows that the coefficients a ( Figure 6a) and e (Figure 6b) depend on the biochar content according to the following relationships: Figure 7 shows the comparison between the measured friction factor values, and the ones, f, calculated by Equations (5), (12)- (14). The agreement between the measured and calculated friction factor values is characterized by errors which are always less than or equal to ±10% and less than or equal to ±3% for 75.0% of cases.      Figure 1 demonstrates that the increase of biochar content BC produces a reduction of the flow Froude number, which is due to a reduction of flow velocity and an increase of flow depth. In other words, these measurements carried out for slope values ranging from 3.1 to 12.6% demonstrate that the effect of biochar is an increase of soil roughness, which produces a reduction of rill flow velocity and an increase of water depth. Adding a biochar content less than or equal to 12 kg m −2 (BC < 3% of the soil mass in the surface soil layer) determined a reduction of flow velocity, as compared to the original soil condition (BC = 0), which is joined to a decrease of rill flow transport capacity [65] and sediment transport. Figure 2b demonstrates that an accurate estimate of the friction factor can be obtained for the investigated soil surface by the proposed flow resistance equation (Equations (5) and (9)).

Discussion
For BC = 12 kg m −2 in the range 14.4 ≤ X ≤ 17.4, which corresponds to the highest slope (9.4 and 12.6%) and Darcy-Weisbach friction factor (4.26 ≤ f ≤ 5.63) values, the flow resistance equation (Equation (11)), with Γ v values calculated by Equation (10) and a = 0.0311, is less accurate (Figures 3b and 4). The experimental results by Li et al. [42] showed that the flow velocity decreased with increasing biochar content and for BC = 12 kg m −2 the corresponding increase of the friction factor is not properly described by Equation (11) for the highest f values. In other words, the use of a different a coefficient is not sufficient to obtain an adequate estimate of Γ v . However, a good estimate of the friction factor ( Figure 4) can be obtained for the investigated soil surface by the proposed flow resistance equation (Equations (10) and (11)).
According to Li et al. [42], the biochar can reduce rill flow turbulence. This effect can be considered changing the exponent e of the Reynolds number in comparison with that (e = 0.2118) estimated for BC = 0. Figure 5 demonstrates that an accurate estimate of Γ v can be obtained by Equation (12) and that the exponent e decreases for increasing BC values (Figure 6b). This result demonstrates that the increase of biochar content dumps flow turbulence since decreasing e values reduce the effect of Reynolds number on flow resistance.
The results plotted in Figure 7 demonstrated that taking into account the influence of the flow turbulence, using the flow Reynolds number and Equation (5) (12), (13) and (14), and Equation (11) coupled with Equation (10).

Conclusions
The development of rills on a hillslope whose soil is amended by biochar is still a topic to be developed. A theoretical rill flow resistance equation, obtained by the integration of a power velocity distribution, was assessed using measurements performed by Li

Conclusions
The development of rills on a hillslope whose soil is amended by biochar is still a topic to be developed. A theoretical rill flow resistance equation, obtained by the integration of a power velocity distribution, was assessed using measurements performed by Li et al. [42]. These measurements were carried out at plot scale using a single soil in which the biochar was incorporated and mixed with the arable soil using two biochar contents (BC = 6 and 12 kg m −2 ).
The developed analysis demonstrated that an accurate estimate of the velocity profile parameter Γ v can be obtained by the proposed Equation (12) using an exponent e of Re which decreases for increasing BC values. This last result highlights that the increase of biochar contents dumps the effect of flow turbulence. In conclusion, the available measurements and the developed analysis allowed (i) the calibration of the relationship between Γ v , the bed slope, the flow Froude number, and the Reynolds number, (ii) the assessment of the influence of biochar content on flow resistance, and (iii) to state that the theoretical flow resistance equation gives an accurate estimate of the Darcy-Weisbach friction factor for rill flows on biochar added soils.
The measurements by Li et al. [42] were carried out by a single loam soil, a corn straw biochar, and five plot slope angles less than or equal to 7.2 • . The relationship between the soil grain-size and the biochar particle size, affecting the particle transport, and their influence on rill flow resistance should be investigated. The formation of macro-aggregates in the biochar-amended soils could limit rill erosion and affect rill flow resistance.
Since some researchers believed that biochar is more suitable on hillslopes with slope angles of less than 15 • , the influence of slope gradient on rill flow resistance in biocharadded soils should be tested. The slope limit for which the biochar addition represents a soil conservation strategy to limit soil erosion has to be established. Taking into account that the measurements by Li et al. [42] were carried out only for two biochar contents, the effect of biochar content on the rill flow resistance law should be more extensively studied. The optimal application of a biochar amount to reduce runoff and soil loss also has to be determined.