| Literature DB >> 35028446 |
L Arlo1, A Beretta2, A A Szogi3, A Del Pino1.
Abstract
Sludge generation from wastewater treatment plants in Uruguay has increased in recent years. Agricultural soils may be a final destination. A greenhouse experiment was conducted to quantify the effect of this sludge on 1) plant biomass production and nutrient concentration of sorghum (Sorghum bicolor var. vulgare); 2) the chemical properties of amended soils; and 3) assess whether heavy metal concentrations in sludge are appropriate according to environmental regulations. Two soils (S1 and S2) were amended with pure sludge (PS) and limed sludge (LS), with low dose (LD) of 16.0 and 17.3 Mg ha-1 and high dose (HD) of 32.0 and 34.6 Mg ha-1, respectively. Sludge treatments increased plants' nutrient absorption and dry matter production. The LS treatments incremented plant biomass production, depending on soil pH and nutrient availability. The effect of sludge treatments on elemental concentration in aboveground biomass depended on the element, treatments, and soil type. Mineralized nitrogen (N) and plant available phosphorus (P-Bray 1) values increased with sludge addition without exceeding Uruguay's critical soil level of P-Bray 1 for the sorghum crop. The PS did not increase metal concentration in soils. The LS slightly decreased soil Pb and slightly increased Cr and Zn soil concentration; levels were according to Uruguayan environmental guidelines. Therefore, agriculture soils are a viable final destination for PS and LS. Land applied sludge has acceptable levels of metals and promotes crop development.Entities:
Keywords: Heavy metal; Land disposal; Organic amendments; Sanitary risk; Soil nutrient
Year: 2021 PMID: 35028446 PMCID: PMC8741466 DOI: 10.1016/j.heliyon.2021.e08658
Source DB: PubMed Journal: Heliyon ISSN: 2405-8440
Chemical and physical properties of the soils used in the experiment ‡.
| Parameters | S1† | S2 |
|---|---|---|
| Sand (g kg−1) | 521‡ | 145 |
| Silt (g kg−1) | 315 | 492 |
| Clay (g kg−1) | 164 | 363 |
| Texture class | Sandy Loam | Silty Clay Loam |
| pH | 4.9 | 7.7 |
| Total organic C (g kg−1) | 15.1 | 24.9 |
| P-Bray 1 (mg kg−1) | 6.80 | 3.50 |
| Exchangeable Ca (cmc kg−1) | 2.01 | 42.9 |
| Exchangeable Mg (cmc kg−1) | 0.91 | 1.78 |
| Exchangeable K (cmc kg−1) | 0.30 | 0.64 |
| Exchangeable Na (cmc kg−1) | 0.42 | 0.31 |
| Exchangeable Acidity (cmc kg−1) | 0.46 | |
| Total Fe (g kg−1) | 4.0 | 8.0 |
| Total Zn (mg kg−1) | 9.9 | 22.3 |
| Total Mn (mg kg−1) | 238 | 670 |
| Total Pb (mg kg−1) | 7.4 | 15 |
| Total Cr (mg kg−1) | 3.80 | 6.50 |
| Total Cd (mg kg−1) | 0.30 | 0.60 |
| Total Cu (mg kg−1) | 6.50 | 11 |
| Total Ni (mg kg−1) | 4.70 | 12 |
†S1: Soil 1, Typic Argiudoll; S2: Soil 2; Typic Hapludoll. ‡Values are the mean of duplicate samples.
Chemical characteristics and total concentration of elements, in the sludge used in this study (PS, LS) and in other international studies.
| Parameters | PS† | LS | |||||||
|---|---|---|---|---|---|---|---|---|---|
| Countries | Canadá | China | Portugal | Thailand; Spain; India | Saudi Arabia | Turkey | Chile | ||
| pH | 7.5 ± 0.4∗∗δ | 12 ± 0.1 | 7.6; 8; 3‡ | 7.1 | 6.8; 8.6; 7.1 | 6.7 | 6.1 | 6.3 | |
| DM (g kg−1) | 166 ± 3.1∗∗ | 251 ± 3.1 | 146; 180 | ||||||
| OM (g kg−1) | 675; 743 | 198; 434; 232 | 652 | 459 | |||||
| Total C (g kg−1) | 290 | 200 | 270; 280 | 307 | |||||
| C/N | 7.9/1 | 7.3/1 | 5.4; 5.9 | ||||||
| P (g kg−1) | 17.1 ± 0.1 ns | 15.0 ± 0.4 | 8.7; 16.9 | 10.6; 19.4 | 59 .30 | nd; 10.6; 13.4 | 16.2 | 7.5 | |
| N (g kg−1) | 36.5 ± 0.2∗∗ | 27.4 ± 0.2 | 32.5; 40.8 | 55.5; 65.0 | 62.0; 30.1 | 34; 25; 26 | 56.4 | 24.8 | |
| Ca (g kg−1) | 23.6 ± 1.1 | 132 ± 6.3 | 16.1; 25.5 | 0.82; 1.4 | 12; 27 | nd; nd; 16.2 | |||
| Mg (g kg−1) | 7.5 ± 2.5 ns | 6.5 ± 0.6 | 3.0; 8.1 | 2.3; 2.7 | 4.6; 7.9 | ||||
| K (g kg−1) | 4.4 ± 1.44 ns | 2.4 ± 0.1 | 2.5; 5.7 | 1.4; 1.6 | 7.1; 14.5 | 2.0; 4.2 | 6.1 | 4.3 | |
| Na (g kg−1) | 1.9 ± 0.46 ns | 1.2 ± 0.1 | 0.8; 0.9 | 2.4; 1.6 | |||||
| Fe (g kg−1) | 21.2 ± 0.6 ∗∗ | 18.4 ± 1.1 | 15.3; 27.1 | 4.1 | 14.2 | ||||
| Zn (mg kg−1) | 667 ± 23 ∗∗ | 333 ± 18 | 390; 1450 | 1108; 4692 | 757; 581 | 1326; 445; 1900 | 402 | 1500 | 757 |
| Mn (mg kg−1) | 1077 ± 44 ∗∗ | 781 ± 10 | 420; 3150 | 2621; nd; 400 | 74.8 | 380 | 442 | ||
| Pb (mg kg−1) | 74 | 52 | <5.6 | 7.1 | 81 | ||||
| Cr (mg kg-1) | 28 | 7.30 | 53; 2239 | <5.6 | 7.3 | 90 | |||
| Cd (mg kg−1) | 1.5 | <0.3 | 1.78; 2.34 | 1; <0.3 | 1.2; 1.0; 1.0 | 1.8 | |||
| Cu (mg kg−1) | 253 ± 6.11 | 154 ± 4 | 140; 155 | 801; 174; 700 | 119 | 240 | 672 | ||
| Ni (mg kg−1) | 29 | 11 | 70; 52.5 | 7.3 | 38.9 | 80 | 30; 35 |
†PS: pure sludge, LS: limed sludge. ‡: Values cited by each author(s); nd: no data; δ: means ± standard error, n = 3); ∗∗: significant value with p < 0.01 according to t-Test.
Average dry matter production and macronutrient content in the biomass produced in the treatments and the significance of the effects for each nutrient.
| Soil | DM | N | P | Ca | Mg | K | Na |
|---|---|---|---|---|---|---|---|
| g pot−1 | |||||||
| mg pot−1 | |||||||
| Control | 6.6 | 65.1 | 7.3 | 23.2 | 22.9 | 137.8 | 1.3 |
| PS-LD | 14.5 | 69.0 | 16.5 | 37.6 | 39.6 | 148.7 | 2.9 |
| PS-HD | 22.4 | 129.4 | 32.7 | 85.6 | 85.6 | 188.5 | 4.5 |
| LS-LD | 11.7 | 87.5 | 20.4 | 50.2 | 40.3 | 170.0 | 2.4 |
| LS-HD | 24.0 | 159.3 | 32.8 | 116.3 | 87.7 | 169.6 | 0.8 |
| Control | 0.43 | 8.1 | 0.3 | 2.8 | 0.6 | 10.2 | 0.0 |
| PS-LD | 2.9 | 24.4 | 4.8 | 21.0 | 4.1 | 108.3 | 0.6 |
| PS-HD | 5.9 | 48.5 | 14.8 | 73.4 | 12.2 | 276.1 | 1.7 |
| LS-LD | 2.0 | 20.9 | 2.3 | 10.5 | 2.4 | 56.7 | 0.4 |
| LS-HD | 4.7 | 43.9 | 9.7 | 27.5 | 6.6 | 144.3 | 0.9 |
| a | 5.84E + 00 ∗∗δ | 5.16E + 01∗∗ | 6.79E + 00∗∗ | 1.42E + 01ns | 1.47E + 01∗∗ | 1.38E + 02∗∗ | 1.68E + 00∗∗ |
| S 2 | -5.42E + 00 ∗∗ | -44.47∗∗ | -7.61E + 00∗∗ | -1.63E + 01∗ | -1.49E + 01∗∗ | -1.44E + 02∗∗ | -1.80E + 00∗∗ |
| PS‡ | 3.20E-03 ∗∗ | 1.00E-02∗∗ | 4.70E-03∗∗ | 1.00E-02∗∗ | 1.00E-02∗∗ | 1.00E-02∗∗ | 5.20E-04∗∗ |
| Lime | -2.00E-03 ∗∗ | 1.10E-03ns | -2.70E-03ns | 1.90E-03ns | -3.80E-03ns | -1.10E-03ns | -1.40E-03∗∗ |
| S2 x PS | -2.20E-03 ∗ | -0.01ns | -1.90E-03∗∗ | 6.00E-04ns | -1.00E-02∗∗ | 4.00E-02∗∗ | -1.80E-04ns |
| S2 x lime | -8.70E-05 ns | -0.01∗ | -2.20E-03∗ | -3.00E-02∗∗ | -2.40E-04ns | -6.00E-02∗∗ | 1.10E-03∗∗ |
| PS x lime | 2.40E-07∗ | 1.60E-06ns | 4.00E-07ns | 1.30E-06ns | 2.60E-07ns | -7.10E-07ns | -1.10E-08ns |
†S1: light-textured soil; S2: heavy-textured soil; LD: low dose; HD: high dose; ‡ PS: kg of dry sludge added in the treatment; lime: kg of lime added in the treatment. δ ns: non-significant value; ∗: significant value with p < 0.05; ∗∗: significant value with p < 0.01. & bn: regression coefficients. The values of these coefficients were obtained by adjusting the model [1]: Y = a + b0 x S2 + b1 x PS + b2 x lime + b3 x S2 x PS + b4 x S2 x lime + b5 x PS x lime.
Content of heavy metals in the biomass produced and the significance of the effects in each treatment.
| Soil | Fe | Mn | Cu | Zn | Cd | Cr | Ni |
|---|---|---|---|---|---|---|---|
| μg pot−1 | |||||||
| Control | 223 | 857 | 53 | 330 | 2.65 | 1.32 | 13.61 |
| PS-LD | 367 | 1477 | 50 | 551 | 6.26 | 17.07 | 23.16 |
| PS-HD | 1014 | 2396 | 105 | 890 | 7.54 | 15.52 | 45.27 |
| LS-LD | 417 | 751 | 47 | 422 | 5.44 | 7.24 | 21.23 |
| LS-HD | 852 | 1008 | 79 | 862 | 7.22 | 13.66 | 39.93 |
| Control | 16.9 | 33.9 | 5.6 | 39.5 | nd § | nd | nd |
| PS-LD | 140 | 215 | 17 | 146 | nd | nd | nd |
| PS-HD | 280 | 454 | 35 | 367 | nd | nd | nd |
| LS-LD | 52.3 | 109 | 8 | 72.4 | nd | nd | nd |
| LS-HD | 209 | 294 | 38 | 237 | nd | nd | nd |
| a | 1.4E-01∗ | 7.8E-01∗∗ | 4.0E-02∗∗ | 2.8E-01∗∗ | 3.00E-03∗∗ | 4.20E-03ns | 1.00E-02∗ |
| S 2 | -1.2E-01∗ | -7.5E-01∗∗ | -4.0E-02∗∗ | -2.6E-01∗∗ | nc | nc | nc |
| PS‡ | 1.5E-04∗∗ | 3.0E-04∗∗ | 1.0E-05∗∗ | 1.1E-04∗∗ | 9.30E-07∗∗ | 2.70E-06∗ | 6.00E-06∗∗ |
| Lime | -1.7E-04∗∗ | -7.2E-04∗∗ | -3.1E-05∗∗ | -1.6E-04∗∗ | -7.70E-09ns | -5.40E-06ns | -1.00E-05ns |
| S2 x PS | -1.0E-04∗∗ | -2.2E-04∗∗ | -4.4E-06ns | -5.1E-05∗∗ | nc | nc | nc |
| S2 x lime | 3.2E-05ns | 5.5E-04∗∗ | 9.3E-06ns | -1.1E-05ns | nc | nc | nc |
| PS x lime | 1.7E-08∗∗ | 1.5E-08∗ | 3.7E-09∗∗ | 1.9E-08∗∗ | -8.80E-11ns | 4.70E-10ns | 1.20E-09ns |
†S1: light-textured soil; S2: heavy-textured soil; LD: low dose; HD: high dose; ‡ PS: kg of dry sludge added in the treatment; lime: kg of lime added in the treatment. δns: not significant value; ∗: significant value with p < 0.05; ∗∗: significant value with p < 0.01. § nd: no data; nc: not applicable. & bn: regression coefficients. The values of these coefficients were obtained by fitting the model [1]: Y = a + S2 x b0 + b1 x PS + b2 x lime + b3 x S2 x PS + b4 x S2 x lime + b5 x PS x lime.
Nutrient and heavy metal concentration in aboveground sorghum at harvest (flowering) and significance of the effects in each treatment.
| N | P | Ca | Mg | K | Na | Cu | Fe | Mn | Zn | Cr | Cd | Ni | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| % | mg kg −1 | ||||||||||||
| Control | 0.98 | 0.11 | 0.35 | 0.35 | 2.08 | 0.02 | 8.0 | 34 | 130 | 50 | 0.20 | 0.40 | 2.06 |
| PS-LD | 0.47 | 0.12 | 0.27 | 0.28 | 1.07 | 0.02 | 3.3 | 25 | 105 | 39 | 1.20 | 0.43 | 1.60 |
| PS-HD | 0.58 | 0.15 | 0.38 | 0.38 | 0.84 | 0.02 | 4.7 | 45 | 107 | 40 | 0.70 | 0.33 | 2.00 |
| LS-LD | 0.76 | 0.18 | 0.43 | 0.35 | 1.47 | 0.02 | 4.0 | 38 | 64 | 36 | 0.70 | 0.46 | 1.80 |
| LS-HD | 0.67 | 0.14 | 0.49 | 0.37 | 0.71 | 0.01 | 3.3 | 35 | 42 | 36 | 0.60 | 0.30 | 1.66 |
| Control | 1.87 | 0.07 | 0.65 | 0.13 | 2.34 | 0.01 | 13.0 | 39 | 78 | 91 | 0.50 | 0.50 | 2.20 |
| PS-LD | 0.84 | 0.17 | 0.72 | 0.14 | 3.72 | 0.02 | 6.00 | 48 | 74 | 50 | 0.20 | 0.30 | 1.90 |
| PS-HD | 0.81 | 0.25 | 1.22 | 0.20 | 4.61 | 0.03 | 5.80 | 47 | 76 | 61 | 0.53 | 0.40 | 1.70 |
| LS-LD | 1.04 | 0.12 | 0.52 | 0.12 | 2.82 | 0.02 | 4.00 | 26 | 54 | 36 | 0.20 | 0.20 | 1.80 |
| LS-HD | 0.93 | 0.20 | 0.58 | 0.14 | 3.04 | 0.02 | 8.00 | 44 | 62 | 50 | 0.20 | 0.37 | 1.90 |
| a | 0.88∗∗¶ | 0.11∗∗ | 0.32∗∗ | 0.32∗∗ | 1.98∗∗ | 0.02∗∗ | 7∗∗ | 29.22∗∗ | 125.4∗∗ | 47.9∗∗ | 0.46∗ | 0.42∗∗ | 1.92∗∗ |
| LP δ | -7.7E-5∗∗ | 6.4E-6ns | 5.1E-6ns | 6.4E-6ns | -2.4E-4∗∗ | 0ns | -6.4E-4∗∗ | 2.2E-3ns | -4.5E-3∗ | -1.9E-3ns | 8.9E-5ns | -1.3E-5ns | -1.3E-5ns |
| Lime | 8.1E-5ns | 7.8E-5∗∗ | 1.00E-4ns | 1.1E-5ns | 2.6E-4ns | 6.8E6∗∗ | 1.9E-3ns | 1.0E-2ns | -6E-2∗∗ | -1E-2ns | 8.6E-5ns | 1.5E-4∗∗ | -6.4E-5ns |
| PS x lime | 2.7E-9ns | -14E-9∗∗ | -8.3E-9ns | 1.1E-9ns | -35.0E-9ns | -2.3E-9∗∗ | 320E-9ns | -1.6E-6ns | 5.5E-6∗ | 1.6E-6ns | -4.3E-8ns | -2.9E-8∗∗ | -1.5E-9ns |
†S1: light-textured soil; S2: heavy-textured soil; LD: low dose; HD: high dose; ‡ Statistical analysis was not performed in S2 due to the absence of repetitions; δ PS: kg of dry sludge added in the treatment; lime: kg of lime added in the treatment. ¶ ns: non-significant value; ∗: significant value with p < 0.05; ∗∗: significant value with p < 0.01; & bn: regression coefficients. The values of these coefficients were obtained by fitting the model [2]: Y = a + b0 x PS + b1 x lime + b2 x PS x lime.
Average values of physical and chemical properties of the soil at the experiment harvest and the significance of the effects for each treatment.
| Soil | pH (H2O) | EC | P-Bray 1 | sum N_min (plant + soil) | Ca2+ | Mg2+ | K+ | Na+ | TB ¶ |
|---|---|---|---|---|---|---|---|---|---|
| dS/m | mg kg−1 | mg pot−1 | cmolc.kg-1 | ||||||
| Control | 5.13 | 0.09 | 3.00 | 94.0 | 2.15 | 0.77 | 0.17 | 0.43 | 3.52 |
| PS-LD | 5.01 | 0.09 | 4.78 | 91.4 | 2.42 | 0.77 | 0.15 | 0.43 | 3.77 |
| PS-HD | 4.97 | 0.08 | 9.59 | 154 | 2.39 | 0.77 | 0.13 | 0.44 | 3.73 |
| LS-LD | 5.37 | 0.11 | 6.84 | 107 | 2.94 | 0.83 | 0.13 | 0.29 | 4.18 |
| LS-HD | 5.89 | 0.15 | 12.07 | 184 | 4.7 | 0.72 | 0.17 | 0.43 | 6.00 |
| Control | 7.64 | 0.62 | 2.72 | 50.8 | 36.63 | 1.6 | 0.7 | 0.35 | 39.28 |
| PS-LD | 7.71 | 0.62 | 3.82 | 59.3 | 43.33 | 1.87 | 0.87 | 0.43 | 46.50 |
| PS-HD | 7.68 | 0.62 | 5.70 | 84.3 | 40.24 | 1.71 | 0.76 | 0.40 | 43.11 |
| LS-LD | 7.74 | 0.64 | 3.82 | 54.2 | 43.72 | 1.83 | 0.79 | 0.40 | 46.74 |
| LS-HD | 7.79 | 0.66 | 3.55 | 77.2 | 44.12 | 1.93 | 0.81 | 0.43 | 47.28 |
| a | 5.09∗∗δ | 0.09 ∗∗ | 2.23E + 00 ∗∗ | 9.14E + 01∗∗ | 3.56∗∗ | ||||
| S2 | 2.58∗∗ | 0.53 ∗∗ | 0.42ns | -4.01E + 01∗∗ | 40.97∗∗ | ||||
| PS‡ | -2.50E-05∗ | -2.30E-06ns | 1.30E-03 ∗∗ | 1.10E-02∗∗ | 9.0E-05 ns | ||||
| Lime | 3.20E-04∗∗ | 1.50E-05ns | 1.60E-03 ∗∗ | -2.49E-02∗ | 2.1E-04ns | ||||
| S2 x PS | 2.90E-05∗ | 2.30E-06ns | -7.70E-04 ∗∗ | -4.90E-03∗ | 9.7E-04ns | ||||
| S2 x lime | -3.30E-04∗∗ | -1.00E-05ns | -1.60E-03 ∗∗ | -8.10E-03ns | 9.1E-04ns | ||||
| PS x lime | 9.30E-09ns | 2.40E-09ns | -1.50E-07 ∗ | 5.60E-06∗ | 2.6E-07∗ | ||||
†S1: light-textured soil; S2: heavy-textured soil; LD: low dose; HD: high dose; ‡ PS: kg of dry sludge added in the treatment; lime: kg of lime added in the treatment. δ ns: non-significant value; ∗: significant value with p < 0.05; ∗∗: significant value with p < 0.01. & bn: regression coefficients. The values of these coefficients were obtained by adjusting the model [1]: Y = a + S2 x b0 + b1 x PS + b2 x lime + b3 x S2 x PS + b4 x S2 x lime + b5 x PS x lime. ¶ TB: Total exchangeable bases.
Concentration of heavy metals in the soil (total fraction) at harvest and significance of the effects for each treatment.
| Soil | Fe | Mn | Cu | Zn | Pb | Cr | Ni |
|---|---|---|---|---|---|---|---|
| mg kg−1 | |||||||
| Control | 3490 | 249 | 6.5 | 9.9 | 7.3 | 2.4 | 5.7 |
| PS-LD | 3792 | 249 | 6.5 | 10.7 | 6.9 | 2.1 | 6.4 |
| PS-HD | 3378 | 236 | 6.5 | 9.7 | 6.6 | 2.1 | 6.0 |
| LS-LD | 3395 | 234 | 6.1 | 9.7 | 6.3 | 2.9 | 5.9 |
| LS-HD | 3579 | 231 | 6.8 | 10.0 | 6.4 | 3.0 | 5.9 |
| Control | 3793 | 711 | 11.3 | 22.3 | 15.3 | 6.1 | 13.7 |
| PS-LD | 3312 | 702 | 10.6 | 21.3 | 14.0 | 5.2 | 12.7 |
| PS-HD | 3983 | 698 | 11.7 | 29.0 | 14.0 | 7.1 | 14.0 |
| LS-LD | 3649 | 679 | 11.7 | 36.3 | 14.0 | 7.2 | 14.3 |
| LS-HD | 3667 | 693 | 12.5 | 31.7 | 15.0 | 6.9 | 12.4 |
| a | 3.6E + 03∗∗ | 2.5E + 02∗∗ | 6.4E + 00∗∗ | 8. 7E + 00∗∗ | 7.3E + 00∗∗ | 2.2E + 00∗∗ | 5.6E + 00∗∗ |
| S2 | 5.0E + 01ns | 4.5E + 02∗∗ | 4.6E + 00∗∗ | 1.4E + 01∗∗ | 7.7E + 00∗∗ | 3.5E + 00∗∗ | 7.8E + 00∗∗ |
| PS‡ | -1.0E-02ns | -3.0E-03ns | 1.6E-05ns | 3.2E-04ns | -1.5E-04ns | -2.9E-05ns | 1.1E-04 ns |
| Lime | -1.4E-01ns | -3.0E-02ns | -4.9E-04ns | 1.0E-02∗ | -1.2E-03∗ | 1.3E-03∗ | 9.6E-04 ns |
| S2 x PS | 4.0E-02ns | 1.0E-03ns | 3.2E-05ns | 6.1E-04ns | -9.0E-05ns | 1.9E-04ns | -9.4E-05 ns |
| S2 x lime | -5.0E-02ns | -1.6E-03ns | 4.4E-04ns | 3.1E-03∗ | 4.6E-04ns | -1.9E-04ns | -9.0E-05 ns |
| PS x lime | 2.7E-05ns | 4.2E-06ns | 9.4E-08ns | -1.3E-06∗ | 2.1E-07∗ | -1.6E-07ns | -2.1E-07ns |
†S1: light-textured soil; S2: heavy-textured soil; LD: low dose; HD: high dose; ‡ PS: kg of dry sludge added in the treatment; lime: kg of lime added in the treatment. δ ns: non-significant value; ∗: significant value with p < 0.05; ∗∗: significant value with p < 0.01. & bn: regression coefficients. The values of these coefficients were obtained by adjusting the model [1]: Y = a + b0 x S2 + b1 x PS + b2 x lime + b3 x S2 x PS + b4 x S2 x lime + b5 x PS x lime.