In-situ preparation of high-purity caf by multi-stage treatment of high-concentration fluorine-containing wastewater 2 Methods
An in-situ preparation, high-concentration technology, applied in the direction of calcium/strontium/barium halide, calcium/strontium/barium fluoride, etc., can solve the waste of fluorine resources, low calcium release efficiency of calcium carbonate, and low purity of calcium fluoride, etc. problem, to achieve the effect of improving the purity
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Embodiment 1
[0038] The original fluorine-containing wastewater concentration is 3000mg / L, SO 4 2- The concentration is 500mg / L, and it also contains Cu 2+ The main metal ions are all below 30mg / L, and the TOC content is 40mg / L.
[0039] Step 1, BaCl 2 The dosage is 0.7 times the theoretical value, and the remaining SO 4 2- is 150mg / L.
[0040] Step 2, H 2 O 2 The dosage is 50 mmol / L, after the pH is adjusted to 4, 2+ The activated carbon adsorption tank 6, the amount of activated carbon used is 1g / L, and its BET is 300cm 2 / g, the Fe loading was 10 mg / g, the residence time was 20 min, the concentrations of various metal ions were all lower than 10 mg / L, and the TOC was reduced to 10 mg / L.
[0041] Step 3, the lime bed 7 is used as fluorine-containing wastewater to induce CaF 2 In the crystallization reactor, the original fluorine-containing wastewater is mixed with reflux water at the bottom of the reactor, and the influent [Ca 2+ ] / [F - ]=1.0mol / mol, using CaO with a content ...
Embodiment 2
[0044] The same procedure was carried out as described in Example 1. The concentration of fluorine-containing wastewater is 1000mg / L, the sulfate concentration is 300mg / L, the TOC content is 25mg / L, and the main component of metal ions is Cu 2+ , its concentration is lower than 15mg / L.
[0045] Step 1, adding barium chloride, the dosage is 0.8 times the theoretical value, and the residual sulfate concentration is 60 mg / L. Generated BaSO 4 The pellet was separated in a vertical centrifuge at 3000 rpm speed.
[0046] Step 2, H 2 O 2 The dosage is 150mmol / L, after the pH is adjusted to 4, 2+ The activated carbon adsorption tank 6, the amount of activated carbon used is 3g / L, and the BET is 500cm 2 / g, the Fe loading was 20mg / g, the residence time was 30min, the TOC content of the effluent after adsorption decreased to below 10mg / L, the Cu 2+ The ion concentrations were all lower than 10 mg / L.
[0047] Step 3, enter the lime bed 7 containing calcium oxide, [Ca 2+ ] / [F - ...
Embodiment 3
[0050] The same operation was performed as described in Example 1, but the treated water was different, and the control conditions and parameters were different. The concentration of fluorine-containing wastewater is 1800mg / L, the sulfate concentration is 430mg / L, the TOC content is 15mg / L, the Cu 2+ The concentration is 5mg / L.
[0051] Step 1, the barium salt adopts BaCl 2 , the dosage is 0.75 times the theoretical value, the residual SO 4 2- is 110mg / L.
[0052] Step 2, H 2 O 2 The dosage is 100 mmol / L, after the pH is adjusted to 4, 2+ Activated carbon adsorption tank 6, the amount of activated carbon is 2g / L, and its BET is 800cm 2 / g, the Fe loading is 30mg / g, the residence time is 40min, and the effluent Cu after adsorption 2+ The residual concentration was 1 mg / L, and the TOC content was reduced to 1 mg / L.
[0053] Step 3, enter the lime bed 7 containing calcium oxide, [Ca 2+ ] / [F - ]=1.2, the reflux ratio is 5, the rising flow rate is 50m / h, the initial fluo...
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