Assessment of Soil and Water Quality Indices in Agricultural Soils of Manouba Governorate, North-East Tunisia
Abstract
1. Introduction
2. Materials and Methods
2.1. Study Area
2.2. Statistical Analysis and SQI Mapping
3. Results
3.1. Soil Quality
3.2. Water Quality
4. Discussion
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Abbreviations
SQI | Soil quality index |
WQIs | Water quality indices |
PCA | Principal component analysis |
TDS | Total data set |
MSD | Minimum soil data set |
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Soil Properties | Methods of Analysis |
---|---|
Texture (Sand, Silt, and Clay Content) | Twenty grams of air-dried surface soil were mixed with 20 mL of 30% hydrogen peroxide (H2O2) in a 250 mL Erlenmeyer flask to oxidize the organic matter. The mixture was left to react at room temperature for 48 h and then heated on a hot plate at approximately 90–100 °C for 3 h to complete the oxidation process. After cooling, 50 mL of distilled water was added, and the suspension was filtered using Whatman No. 42 filter paper to remove residual debris. The remaining soil was transferred to a clean beaker, and 10 mL of 1 M potassium chloride (KCl) was added, followed by 40 mL of a sodium hexametaphosphate solution (25 g.L−1). To adjust the pH and enhance dispersion, a few drops of 0.1 N ammonia (NH3) were added. The mixture was left to stand for 24 h after being stirred thoroughly and having distilled water added to bring the total volume to 100 mL. After dispersion, 20 mL of the suspension was transferred to a pre-weighed container, dried at room temperature until it reached a constant mass, and weighed. The sample was then oven-dried at 150 °C for 2 h and weighed again. The mass difference between the room-dried and oven-dried samples was used to estimate the number of dispersed particles [57]. |
Soil and Water pH (Suspension (1:2.5 Soil/Water)) | To determine the pH of the water directly in situ, a CyberScan pH 110 Portable pH/mV Meter (Eutech Instruments, Singapore, Singapore) calibrated pH meter was used to measure the pH of the water sample at the site without any prior treatment. For soil pH determination, 20 g of air-dried soil was weighed and placed into a beaker and then mixed with 50 mL of distilled water. To ensure a uniform suspension, the mixture was thoroughly stirred and then left to settle undisturbed for 2 h at room temperature. After settling, the suspension was filtered using Whatman No. 42 filter paper and the clear filtrate was collected. The pH of the filtration was then measured with the CyberScan pH 110 Portable pH/mV Meter. The pH meter was allowed to stabilize for approximately one minute, and then, the reading was taken. |
ECe (Saturated Paste (SP) Method) | A 200 g mass of air-dried soil was gradually moistened with distilled water in a container, and thoroughly mixed until a saturated paste consistency was achieved. The saturated paste was then covered to prevent evaporation and left to equilibrate for 24 h at room temperature. This allowed the soluble salts to fully dissolve into the pore water. After equilibration, the pore water was extracted by suction filtration using a Buchner funnel lined with Whatman No. 42 filter paper. This solution, representing the soil saturation extract, was collected, and its electrical conductivity was measured immediately using a calibrated bench-type conductivity meter Model: BCT-4308 (Lutron Electronic Enterprise, Taipei, Taiwan) [58]. |
EC (Water) | A direct in situ measurement via a bench-type conductivity meter (Model: BCT-4308). |
Soil Organic Matter (SOC) | The soil organic carbon content in the soil was determined by placing 1 g of air-dried soil into a conical flask and mixing it with 10 mL of 1 N potassium dichromate (K2Cr2O7) solution. Then, 20 mL of concentrated sulfuric acid (H2SO4) was added to initiate the oxidation reaction. The mixture was then gently swirled for 1 min and left to react for 30 min at room temperature. A standardization blank (without soil) was run at the same time. Following the reaction period, a small quantity of silver sulfate crystals (approximately 0.5 g) was added to catalyze the oxidation. After half an hour, 200 mL of distilled water was added, along with 0.5 mL of ferroin indicator (typically 0.025 M in 1,10-phenanthroline and iron (II) sulfate). The solution was titrated with 0.5 N ferrous ammonium sulfate [Fe (NH4)2(SO4)2·6(H2O)2] until the color changed from olive green to reddish-brown, indicating the endpoint. The volume of titrant consumed was used to calculate the amount of oxidizable organic carbon [59]. |
Total Nitrogen Content (TN) | The Kjeldahl digestion–distillation method was used to determine the total nitrogen content in the soil. A 1 g mass of finely crushed air-dried soil was placed into a digestion tube. A pinch of selenium powder (approximately 0.1 g) was added. This was used as a catalyst. Then, 5 mL of 30% sulfuric acid (H2SO4, ~5.4 M) was added under a fume hood to initiate digestion. The mixture was heated at 300 °C for 10 min to ensure the complete mineralization of the organic nitrogen into ammonium sulfate. Once digestion was complete, the tube was left to cool to room temperature, after which 20 mL of distilled water was added to dilute the digestate. The solution was then transferred to a distillation unit. To monitor the titration endpoint, we added five drops of methyl red indicator (typically 0.02% w/v in ethanol). During distillation, if boric acid was used, the ammonia released was captured in this, and the final solution was titrated with standard 0.01 N sulfuric acid until the color changed from green to pink, indicating the endpoint. The total nitrogen content in the soil sample was calculated using the amount of acid that had been consumed [60]. |
Iron (Fe) | A 0.5 g mass of finely ground, air-dried soil was placed in a Teflon digestion beaker. Under a fume hood, 10 mL of hydrofluoric acid (HF, 48%) and 5 mL of perchloric acid (HClO4, 70%) were added to the sample to initiate complete mineral digestion. The beaker was loosely covered and left to react for 24 h at room temperature to allow the silicate matrices to break down gradually. The mixture was then heated on a digestion plate at approximately 150–200 °C for 15 min to accelerate the reaction. After cooling slightly, 2 mL of nitric acid (HNO3, 65%) was added, and the solution was stirred and reheated for an additional 15 min to ensure the complete oxidation and dissolution of iron compounds. Once the reaction had finished and the sample had reached boiling point, the digest was cooled, transferred quantitatively into a 100 mL volumetric flask, and then diluted to volume with deionized water. The iron concentration in the final solution was measured using a Bench atomic absorption spectrophotometer (AAS-900), manufactured by Labtron Scientific Ltd., Grand Rapids, MI, USA. |
Calcium Carbonate Content (CaCO3) | The Bernard calcimeter method was used to determine the calcium carbonate content. One gram of finely ground, air-dried soil was placed in the reaction flask of the calcimeter. Then, 10 mL of concentrated hydrochloric acid (HCl, 0.5 N) was added to the flask to initiate the reaction with calcium carbonate. As the acid reacted with the carbonate compounds in the soil, carbon dioxide gas (CO2) was released. The volume of CO2 produced was measured using a burette connected to the calcimeter setup. This volume was directly proportional to the amount of calcium carbonate present in the sample. |
Cation Exchange Capacity (CEC) | A 2 g mass of sieved, air-dried soil was placed in a clean container and mixed with 25 mL of a 10% barium acetate solution (0.4 M). The mixture was stirred vigorously for 90 s to saturate the exchange sites with barium ions. The mixture was then centrifuged at 300 rpm for five minutes, and the supernatant was discarded. The residue was subsequently treated with 25 mL of a 0.1 M magnesium sulfate solution (MgSO4) to displace the adsorbed barium ions. After stirring for a further 90 s, the mixture was centrifuged again under the same conditions. A 10 mL volume of the resulting extract was collected and diluted with 150 mL of distilled water. To buffer the solution, 10 mL of an ammonium chloride (NH4Cl, 0.1 M) buffer solution at pH 10 was added, followed by a few drops of an Eriochrome Black T indicator solution (0.5% w/v in ethanol). Initially pink due to the presence of magnesium ions, the solution was titrated with 0.01 M EDTA (ethylenediaminetetraacetic acid) until it changed color from pink to blue, indicating the endpoint. The volume of EDTA consumed was then used to calculate the soil cation exchange capacity [61]. |
Water and soils Calcium (Ca2+), Magnesium (Mg2+), Sodium (Na+), Potassium (K+), Carbonates (CO32−), Bicarbonates (HCO3−), Chloride (Cl−), Sulfates (SO4−) | To determine the concentrations of calcium (Ca2+) and magnesium (Mg2+) in the water and soil extracts, complexometric titration using ethylenediaminetetraacetic acid (EDTA) was employed. A 10 mL sample was buffered to pH 10 using 10 mL of ammonium chloride buffer solution. A few drops of 0.5% w/v Eriochrome Black T indicator solution in ethanol was added, producing a pink coloration in the presence of divalent cations. The solution was then titrated with 0.01 M EDTA until the color changed from pink to blue, which indicated the endpoint. Titration was performed using a burette and magnetic stirrer, with the pH monitored using a CyberScan pH 110 Portable pH/mV Meter. The sodium (Na+) and potassium (K+) concentrations were determined using the BWB XP Plus Flame Photometer (BWB Technologies, Newbury, UK). Samples were filtered and diluted appropriately prior to analysis. Calibration curves were prepared using standard sodium and potassium solutions (1000 mg/L stock solutions, serially diluted). Carbonates (CO32−) and bicarbonates (HCO3−) were quantified by acid–base titration. A 25 mL sample was titrated with 0.1 N hydrochloric acid (HCl), using phenolphthalein indicator (0.5% w/v in ethanol) to detect the carbonate endpoint, indicated by a color change from pink to colorless. Following this, methyl orange indicator (0.1% w/v in water) was added to determine the bicarbonate endpoint. The bicarbonate endpoint was marked by a color change from orange to pink. Titrations were performed using a burette and monitored with a CyberScan pH 110 Portable pH/mV Meter to confirm the accuracy of the endpoints. Chloride (Cl−) concentration was measured using the Mohr argentometric method. A 25 mL volume of the sample, placed in a beaker, was titrated with 0.1 N silver nitrate (AgNO3) in the presence of a 5% w/v potassium chromate indicator. The endpoint was indicated by a color change from yellow to reddish-brown, signaling the formation of silver chromate (Ag2CrO4) after all the chloride ions had precipitated as silver chloride (AgCl). Sulfate (SO42−) was determined using a turbidimetric method by mixing 10 mL of sample with 20 mL of conditioning reagent containing 30 g/L sodium chloride (NaCl) and 5 mL/L glycerol, followed by the addition of 1 mL of 0.25 M barium chloride (BaCl2) under stirring. The absorbance was measured at 420 nm using a Bench atomic absorption spectrophotometer (AAS-900). The sulfate levels were calculated from a calibration curve prepared with Na2SO4 standards ranging from 0 to 40 mg/L [62]. |
Water Nitrate (NO3-N) Ammonium (NH4-N) | The concentration of nitrate (NO3−-N) in water samples was determined using the cadmium reduction method. A 10 mL water sample was treated with a powdered reagent containing cadmium particles and sulfanilic acid (commercially known as NitraVer® 6). In this method, nitrate (NO3−) is chemically reduced to nitrite (NO2−) by cadmium. The nitrite then reacts with sulfanilic acid under acidic conditions to form a diazonium salt, which couples with a second aromatic compound to produce pink azo dye. After 5 min of reaction time, absorbance was measured at 543 nm using a Double Beam UV-Visible Spectrophotometer (Model: UV1720) manufactured by Shanghai Yoke Instrument Co., Ltd., Shanghai, China. The nitrate concentrations were calculated from a standard calibration curve. Ammonium (NH4+-N) was measured by colorimetry using the indophenol blue reaction. A 10 mL volume of water sample was mixed with 1 mL of alkaline phenol solution (containing 0.5% w/v phenol and 0.25% w/v sodium nitroprusside) and 1 mL of sodium hypochlorite solution (0.5% available chlorine) in a beaker. The mixture was allowed to react for 1 h at room temperature to form an indophenol blue-colored complex. The absorbance was measured at 640 nm using a Double Beam UV-Visible Spectrophotometer (Model: UV1720). The ammonium concentrations were determined from a calibration curve prepared using ammonium chloride standards ranging from 0.1 to 10 mg/L NH4+-N. |
Soil Variables | Minimum | Maximum | Mean | Std. Dev | CV% | Kurtosis | Skewness |
---|---|---|---|---|---|---|---|
pH | 7.12 | 8 | 7.38 | 0.07 | 0.95 | 5.54 | 2.03 |
ECe (dS.m−1) | 1.17 | 5.89 | 2.69 | 0.53 | 19.70 | 0.43 | 1.26 |
CaCO3 (%) | 11.87 | 13.47 | 12.46 | 0.16 | 1.28 | −0.36 | 0.66 |
Clay (%) | 41 | 55 | 45.97 | 1.35 | 2.94 | 1.01 | 0.74 |
Silt (%) | 15.5 | 39.25 | 25.5 | 2.46 | 9.65 | −0.56 | 0.47 |
Sand (%) | 7.85 | 35.86 | 26.04 | 2.62 | 10.06 | 1.56 | −1.09 |
SOC (%) | 1.23 | 2.85 | 1.90 | 0.18 | 9.47 | −1.35 | 0.38 |
TN (%) | 0.02 | 0.20 | 0.12 | 0.01 | 8.33 | −0.73 | 0.09 |
CEC (meq.100 gr−1) | 11.87 | 31.25 | 23.87 | 1.86 | 7.79 | 0.61 | −0.88 |
Na (mg.kg−1) | 3.05 | 29.4 | 11.35 | 3.03 | 26.69 | 1.03 | 1.56 |
Mg (mg.kg−1) | 2 | 11 | 5 | 0.89 | 17.80 | 1.15 | 1.21 |
Ca (mg.kg−1) | 3 | 19 | 9.60 | 1.94 | 20.21 | −1.36 | 0.68 |
SO4 (mg.kg−1) | 0.17 | 15.1 | 5.85 | 1.57 | 26.84 | −0.31 | 0.71 |
Cl (mg.kg−1) | 5.46 | 40.89 | 16.63 | 4.26 | 25.61 | 0.50 | 1.37 |
Fe2O3 (mg.kg−1) | 0.02 | 0.23 | 0.17 | 0.02 | 11.76 | 0.96 | −1.26 |
Soil Variables | Minimum | Maximum | Mean | Std. Dev | CV% | Kurtosis | Skewness |
---|---|---|---|---|---|---|---|
pH | 7.16 | 7.83 | 7.53 | 0.25 | 3.32 | −1.60 | −0.03 |
ECe (dS.m−1) | 0.694 | 8.15 | 0.694 | 3.846 | 554.17 | 2.04 | 0.82 |
CaCO3 (%) | 31.38 | 41.54 | 36.88 | 3.62 | 9.82 | −1.13 | −0.33 |
Clay (%) | 27.00 | 53.00 | 43.33 | 8.79 | 20.29 | −0.14 | −0.88 |
Silt (%) | 23.00 | 45.00 | 32.89 | 7.47 | 22.72 | −0.45 | 0.41 |
Sand (%) | 7 | 50.00 | 23.78 | 14.94 | 62.83 | −0.63 | 0.82 |
SOC (%) | 0.83 | 3.47 | 1.52 | 0.81 | 53.29 | 4.93 | 2.12 |
TN (%) | 0.06 | 0.28 | 0.12 | 0.07 | 58.33 | 1.80 | 1.46 |
CEC (meq.100 gr−1) | 16.25 | 31.25 | 25.83 | 5.01 | 19.55 | 0.02 | −0.89 |
Na (mg.kg−1) | 2.09 | 36.75 | 16.81 | 12.49 | 74.30 | −1.19 | 0.54 |
Mg (mg.kg−1) | 5.67 | 60.35 | 28.33 | 17.65 | 62.31 | −0.21 | 0.42 |
Ca (mg.kg−1) | 73.89 | 514.27 | 280.07 | 150.65 | 53.79 | −0.92 | −0.24 |
K (mg.kg−1) | 4.60 | 22.65 | 13.80 | 6.51 | 47.17 | −0.86 | −0.15 |
Soil Properties | Factor 1 | Factor 2 | Factor 3 | Factor 4 | Factor 5 |
---|---|---|---|---|---|
pH | 0.039 | 0.097 | 0.485 | 0.837 | −0.130 |
ECe (dS.m−1) | −0.982 | −0.144 | −0.039 | 0.100 | −0.023 |
CaCO3 (%) | −0.225 | 0.153 | 0.319 | −0.513 | −0.671 |
Clay (%) | −0.284 | 0.180 | −0.735 | −0.172 | 0.494 |
Silt (%) | 0.023 | 0.893 | 0.142 | 0.299 | 0.092 |
Sand (%) | 0.014 | −0.897 | 0.160 | −0.033 | −0.352 |
SOC (%) | 0.460 | −0.610 | −0.544 | 0.205 | −0.019 |
TN (%) | −0.086 | 0.426 | −0.627 | −0.441 | −0.248 |
CEC (meq.100 gr−1) | −0.135 | 0.126 | −0.744 | 0.322 | −0.447 |
Na (mg.kg−1) | −0.935 | −0.184 | −0.183 | 0.182 | −0.072 |
Mg (mg.kg−1) | −0.938 | −0.110 | −0.092 | 0.165 | 0.121 |
Ca (mg.kg−1) | −0.922 | −0.146 | 0.217 | 0.130 | 0.026 |
SO4 (mg.kg−1) | −0.976 | 0.042 | −0.072 | −0.066 | 0.084 |
Cl (mg.kg−1) | −0.965 | −0.218 | 0.006 | 0.133 | −0.042 |
Fe2O3 | −0.053 | 0.612 | −0.428 | 0.338 | −0.401 |
Eigenvalue | 6.047 | 3.127 | 2.745 | 1.694 | 1.298 |
Variance (%) | 37.797 | 19.548 | 17.159 | 10.591 | 8.118 |
Cumulative variance (%) | 37.797 | 57.346 | 74.505 | 85.096 | 93.215 |
Soil Properties | Factor 1 | Factor 2 | Factor 3 | Factor 4 | Factor 5 |
---|---|---|---|---|---|
pH | −0.456 | −0.378 | −0.692 | −0.038 | 0.078 |
ECe (dS.m−1) | 0.569 | 0.548 | 0.490 | 0.290 | −0.026 |
EC 1:5 (dS.m−1) | −0.116 | 0.678 | 0.471 | −0.196 | −0.159 |
CEC (meq.100 gr−1) | −0.233 | 0.071 | −0.496 | −0.243 | −0.783 |
OM (%) | −0.006 | 0.788 | −0.563 | −0.125 | 0.198 |
CaCO3 (%) | −0.796 | 0.106 | 0.486 | 0.241 | −0.012 |
Na (mg.kg−1) | −0.775 | 0.257 | 0.005 | 0.553 | 0.079 |
Mg (mg.kg−1) | −0.877 | 0.026 | −0.042 | 0.450 | −0.015 |
Ca (mg.kg−1) | −0.902 | −0.109 | −0.029 | 0.340 | −0.175 |
K (mg.kg−1) | −0.871 | 0.161 | −0.052 | 0.039 | −0.106 |
SOC (%) | −0.006 | 0.789 | −0.563 | −0.124 | 0.198 |
TN (%) | 0.775 | 0.107 | 0.189 | −0.044 | −0.408 |
Clay (%) | −0.848 | 0.220 | 0.217 | −0.375 | −0.148 |
Silt (%) | −0.533 | −0.188 | 0.268 | −0.699 | 0.259 |
Sand (%) | 0.765 | −0.034 | −0.262 | 0.571 | −0.042 |
Eigenvalue | 6.37 | 2.36 | 2.29 | 1.86 | 1.03 |
Variance (%) | 42.47 | 15.78 | 15.27 | 12.40 | 6.88 |
Cumulative variance (%) | 42.47 | 58.25 | 73.52 | 85.92 | 92.8 |
ECe (dS.m−1) | CaCO3 (%) | Na (mg.kg−1) | Mg (mg.kg−1) | Ca (mg.kg−1) | K (mg.kg−1) | TN (%) | Clay (%) | Sand (%) | |
---|---|---|---|---|---|---|---|---|---|
ECe dS.m−1 | 1 | ||||||||
CaCO3 (%) | −0.12 | 1 | |||||||
Na (mg.kg−1) | −0.14 | 0.78 ** | 1 | ||||||
Mg (mg.kg−1) | −0.34 | 0.76 | 0.94 ** | 1 | |||||
Ca (mg.kg−1) | −0.46 | 0.73 | 0.84 | 0.96 ** | 1 | ||||
K (mg.kg−1) | −0.36 | 0.61 | 0.68 | 0.80 | 0.84 ** | 1 | |||
TN (%) | 0.68 ** | −0.58 | −0.62 | −0.64 | −0.61 | −0.53 | 1 | ||
Clay (%) | −0.35 | 0.72 | 0.49 | 0.57 | 0.62 | 0.77 ** | −0.49 | 1 | |
Sand (%) | 0.43 | −0.58 | −0.29 | −0.41 | −0.49 | −0.65 | 0.48 | −0.93 ** | 1 |
ECe | pH | CaCO3 | Sand | CEC | |
---|---|---|---|---|---|
Min | 1.17 | 7.12 | 11.78 | 7.85 | 11.87 |
Max (Xmax) | 5.89 | 8 | 13.47 | 35.86 | 31.25 |
Average (X0) | 2.69 | 7.38 | 12.46 | 26.04 | 23.87 |
Curve Type | Less is better | Optimum | Optimum | Optimum | More is better |
Weighting Factor a | 0.40 | 0.11 | 0.08 | 0.20 | 0.18 |
Slope (b Value) | +2.5 | −2.5 | −2.5 | −2.5 | −2.5 |
Linear Equation | |||||
Non-Linear Equation |
Ca | SOC | pH | Silt | CEC | |
---|---|---|---|---|---|
Min | 73.89 | 0.83 | 7.16 | 23 | 16.25 |
Max (Xmax) | 514.27 | 3.47 | 7.83 | 45 | 31.25 |
Average (X0) | 280.07 | 1.52 | 7.53 | 32.89 | 25.83 |
Curve Type | Optimum | More is better | Optimum | Optimum | More is better |
Weighting Factor a | 0.46 | 0.17 | 0.16 | 0.13 | 0.07 |
Slope (b Value) | −2.5 | −2.5 | −2.5 | −2.5 | −2.5 |
Linear Equation | |||||
Non-Linear Equation |
Zahira Water Samples | KR | Mansoura Water Samples | KR |
---|---|---|---|
D1 | 13.67 | S1 | 2.01 |
D2 | 18.61 | S2 | 2.59 |
D3 | 19.76 | S3 | 1.26 |
D4 | 29.75 | S4 | 1.69 |
D5 | 3.94 | S5 | 1.80 |
D6 | 33.90 | S6 | 1.92 |
D7 | 9.58 | S7 | 1.82 |
D8 | 16.63 | S8 | 1.93 |
D9 | 11.50 | S9 | 1.55 |
D10 | 13.20 | S10 | 2.60 |
D11 | 10.19 | S11 | 3.34 |
D12 | 8.90 |
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Hmidi, O.; Srarfi, F.; Brahim, N.; Dazzi, C.; Lo Papa, G. Assessment of Soil and Water Quality Indices in Agricultural Soils of Manouba Governorate, North-East Tunisia. Soil Syst. 2025, 9, 105. https://doi.org/10.3390/soilsystems9030105
Hmidi O, Srarfi F, Brahim N, Dazzi C, Lo Papa G. Assessment of Soil and Water Quality Indices in Agricultural Soils of Manouba Governorate, North-East Tunisia. Soil Systems. 2025; 9(3):105. https://doi.org/10.3390/soilsystems9030105
Chicago/Turabian StyleHmidi, Oumayma, Feyda Srarfi, Nadhem Brahim, Carmelo Dazzi, and Giuseppe Lo Papa. 2025. "Assessment of Soil and Water Quality Indices in Agricultural Soils of Manouba Governorate, North-East Tunisia" Soil Systems 9, no. 3: 105. https://doi.org/10.3390/soilsystems9030105
APA StyleHmidi, O., Srarfi, F., Brahim, N., Dazzi, C., & Lo Papa, G. (2025). Assessment of Soil and Water Quality Indices in Agricultural Soils of Manouba Governorate, North-East Tunisia. Soil Systems, 9(3), 105. https://doi.org/10.3390/soilsystems9030105