Soil conditioner and application method thereof
A soil conditioner and application method technology, applied in the field of soil conditioner and its application, can solve the problems of labor and time-consuming application, large sludge compost volume, inability to remove heavy metals in sludge, etc., so as to improve soil fertility and speed up land recovery. The effect of reclamation and improvement of plant site conditions
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Embodiment 1
[0017] Embodiment 1: A soil conditioner, comprising the following components in weight percentage, calculated by dry weight, 80% of sludge, 20% of fly ash.
[0018] Wherein, the fly ash is a by-product obtained by burning anthracite and limestone powder in a fluidized bed, the water content of the fly ash is less than 5% by weight, and the pH range is 10.6-10.8. The calorific value of anthracite is 3900kcal / kg (calculated by dry weight). 1000 tons of the above fly ash provides the equivalent of 33 tons of calcium carbonate.
[0019] The sludge is municipal sludge with a solid content of 25% (by weight). Before municipal sludge is mixed with fly ash, it is viscous and has no fluidity. When it is piled up to a height of 1.8 meters, there is no water seepage, and the pH is 9.5 above-mentioned soil improver and its application method. The method comprises the following steps:
[0020] (1) First, mix the components in the soil conditioner evenly according to the ratio, and set as...
Embodiment 2
[0024] Embodiment 2: A soil conditioner, comprising the following components in weight percentage, calculated by dry weight, 85% of sludge and 15% of fly ash.
[0025] Wherein, the fly ash is a by-product obtained by burning anthracite and limestone powder in a fluidized bed, the water content of the fly ash is less than 5% by weight, and the pH range is 10.6-10.8. The calorific value of anthracite is 3900kcal / kg (calculated by dry weight). 1000 tons of the above fly ash provides the equivalent of 33 tons of calcium carbonate.
[0026] The sludge is urban sludge with a solid content of 30% (by weight). Before mixing with fly ash, the municipal sludge is viscous and has no fluidity. There is no water seepage when piled up to a height of 1.8 meters, and the pH is 9.5.
[0027] Above-mentioned soil conditioner and application method thereof, the method comprises the steps of:
[0028] (1) First, mix the components in the soil conditioner evenly according to the ratio, and set ...
Embodiment 3
[0033] Embodiment 3: A soil conditioner, comprising the following components in weight percentage, calculated by dry weight, 83% of sludge, 17% of fly ash.
[0034] Wherein, the fly ash is a by-product obtained by burning anthracite and limestone powder in a fluidized bed, the water content of the fly ash is less than 5% by weight, and the pH range is 10.6-10.8. The calorific value of anthracite is 3900kcal / kg (calculated by dry weight). 1000 tons of the above fly ash provides the equivalent of 33 tons of calcium carbonate.
[0035] The sludge is municipal sludge with a solid content of 27% (by weight). Before mixing with fly ash, the municipal sludge is viscous and has no fluidity. There is no water seepage when piled up to a height of 1.8 meters, and the pH is 9.5.
[0036] Above-mentioned soil conditioner and application method thereof, the method comprises the steps of:
[0037] (1) First, mix the components in the soil conditioner evenly according to the ratio, and set...
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