Preparation method and application method of adsorbent for treating reactive dye wastewater
A technology of reactive dyes and application methods, which is applied in the field of wastewater treatment technology and environmental protection, can solve the problems of regeneration, large amount of sludge, and high cost, and achieve the effect of enhanced ability, good adsorption characteristics, and high-efficiency adsorption
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[0033] Example 1
[0034] A method for preparing an adsorbent for treating reactive dye waste water, the implementation steps of which are as follows:
[0035] In the first step, the waste blast furnace water quenched slag was first washed with tap water, and then washed with distilled water to remove surface impurities and then filtered and separated; The blast furnace water quenched slag was mechanically pulverized, passed through a 100-mesh sieve, and the material under the sieve was taken and placed in a desiccator for use;
[0036] In the second step, take 10 g of blast furnace water quenched slag obtained in the first step, add 100 ml of the hexadecyltrimethylammonium bromide with a concentration of 0.008 mol / L, and oscillate at a constant temperature in a water bath at 25 °C and 120 r / min. The product was obtained by continuous shaking in the apparatus for 24 h; the product was repeatedly washed with deionized water until neutral, and dried in a blast drying oven at 90...
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[0041] Example 2
[0042] An application of an adsorbent for treating reactive dye wastewater, the steps are: adding 1-16 g / L of the adsorbent prepared in Example 1 into 50 ml of reactive brilliant red with a concentration of 40 mg / L and a solution ionic strength of 0 mol / L The wastewater was shaken at 25 °C, the pH value was 2, the rotation speed was 120 rpm, and the time was 60 min. After the reaction, the adsorbent was separated from the solid and liquid.
[0043] Determine the concentration of reactive brilliant red in the wastewater after separation, and calculate the removal rate and adsorption capacity, see Figure 5 , Figure 5 It is a schematic diagram showing the effect of adsorbent dosage on the adsorption effect of reactive brilliant red. Depend on Figure 5 It can be seen that when the dosage of adsorbent increases from 1 g / L to 8 g / L, the removal rate of reactive brilliant red also increases from 27.34% to 92.04%. When the dosage exceeds 8 g / L, the removal rat...
Example Embodiment
[0044] Example 3
[0045] The removal rate of the adsorbent of the invention to the reactive brilliant red wastewater under different pH conditions. The adsorbent 8g / L prepared in Example 1 was added to 50 ml of reactive brilliant red wastewater with a concentration of 40 mg / L and a solution ionic strength of 0 mol / L, and the solution was shaken at 25 °C, with a pH value of 2 to 12. , the rotation speed was 120 rpm, and the time was 60 min. After the reaction, the adsorbent was separated from the solid and liquid.
[0046] Determine the concentration of reactive brilliant red in the wastewater after separation, and calculate the removal rate and adsorption capacity, see Image 6 , Image 6 It is a schematic diagram showing the effect of pH on the adsorption effect of reactive brilliant red. Depend on Image 6 It can be seen that with the increase of pH, the removal rate and adsorption amount both showed a downward trend. The maximum removal rate and adsorption amount appea...
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