Method for treating waste water with organic modified bentonite
A technology for treating wastewater and bentonite, applied in the direction of adsorption water/sewage treatment, etc., can solve the problems of large area of separation equipment, long process flow, difficult solid-liquid separation, etc., achieve small footprint, short process flow, and easy operation low cost effect
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Embodiment 1
[0026] Add an appropriate amount of organic modified bentonite ZJ1 and 10% cement by weight in the disc granulator, wet it with water, shake for 3-20 minutes, form small balls with a diameter of about 0.5-3mm, and air-dry at room temperature. After natural air drying, fill the soil into a glass column with a length of about 15cm and a diameter of 10mm. Use a pump to pump the laboratory self-prepared waste water containing 6mg / L lead at a rate of 1 column volume per hour, pump it into the adsorption column, and carry out countercurrent adsorption. Perform countercurrent desorption, cycle regeneration, and re-adsorption. After treatment, the liquid lead is controlled at 0.05mg / L, and the concentrated liquid lead concentration is 240mg / L.
Embodiment 2
[0028] In the disc granulator, add an appropriate amount of organic modified bentonite ZJ1 and 1% cement by weight, wet it with water, shake it for 3-20 minutes, form small balls with a diameter of about 0.5-3 mm, and air-dry them at room temperature. After natural air drying, fill the soil into a glass column with a length of about 15cm and a diameter of 10mm. Use a pump to pump the laboratory self-prepared waste water containing 6mg / L lead at a rate of 1 column volume per hour, pump it into the adsorption column, and carry out countercurrent adsorption. Perform countercurrent desorption, cycle regeneration, and re-adsorption. After treatment, the liquid lead is controlled at 0.05mg / L, and the concentrated liquid lead concentration is 300mg / L.
Embodiment 3
[0030] Add an appropriate amount of organic modified bentonite ZJ1 and 50% cement by weight into the disc granulator, moisten it with water, shake it for 3-20 minutes, form small balls with a diameter of about 0.5-3mm, and air-dry them at room temperature. After natural air drying, fill the soil into a glass column with a length of about 15cm and a diameter of 10mm. Use a pump to pump the laboratory self-prepared waste water containing 6mg / L lead at a rate of 1 column volume per hour, pump it into the adsorption column, and perform countercurrent adsorption. After 10L of waste water is treated, use 20mL of 20% nitric acid solution Perform countercurrent desorption, cycle regeneration, and re-adsorption. After treatment, the liquid lead is controlled at 0.05mg / L, and the concentrated liquid lead concentration is 409mg / L.
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