bentonite-amended soil | 2.7 - 1862.1 | ||||
calcite-amended soil | 2.6 - 1479.1 | ||||
zeolite-amended soil | 2.8 - 1443.5 | ||||
Batch equilibrium adsorption experiment (solid-solution ratio: 2:50; contact time: 24 h) | Acidic soil (pH: 4 - 7) | Water | 23 - 675 | 0.05 - 10 meq/L | |
Treated soil | 3.0 - 2180 | ||||
Batch method (solid-solution ratio: 25:50; contact time: 2 h; 25˚C) | Soil | Water | 3.24 - 5145 | | |
Batch method | profile soil | 102 - 103 | | ||
Batch method | lacustrine sediment | 162.804 - 294.153 | | ||
Batch method | Sediment (Jan. 2014) | Deionized water | 4.95 - 5.37 | | |
Sediment (Jan. 2014) | 5.29 - 5.79 | ||||
Sediment (whole 2014) | 4.95 - 5.79 | ||||
Batch-type desorption experiment (solid-solution ratio: 1:10; contact time: 2 h) | Calcareous soils | Water | 387.8 - 283.8 | 50 - 400 mg/L | |
Calcareous soils | 256.3 - 183.6 | 51 - 400 mg/L | |||
Batch method | Lake sediments | Deionized water | 2.3 - 2.9 | | |
Batch experiment | Sediment | 7.69 × 101 - 1.50 × 104 | | ||
Stream bed sediment | <3 | | |||
Batch equilibration method (solid-solution ratio: 1:25; contact time: 24 h; 25˚C) | River Sediments | Deionized water | 90.26 - 523.41 | 100 - 10 mg/L | |
Batch equilibration method (solid-solution ratio: 5:50; contact time: 1 h - 48 h) | Alluvial sediment | 0.7674 | 60 mg·L−1 | | |
Batch experiment (solid-solution ratio: 2.5:50; contact time: 24 h; 25˚C) | Sand-Attapulgite Cutoff Wall Backfill Media | 101 - 104 | | ||
Batch equilibration technique solid-solution ratio: 3:30; contact time: 1 and 7 days) | Soil | 5.21 - 380 | 25 - 150 mg/L | | |
Batch adsorption experiments (solid-solution ratio: 1:20; pH: 5.28; contact time: 24 h, 25˚C) | Untreated alluvial soil | 21.8 - 62.6 | 10 - 200 mg/L | |