Low-pressure membrane water treatment technology based on "sandwich" loose floc protection layer
A low-pressure membrane and sandwich technology, which is applied in the field of water treatment and membrane pollution control, can solve the problems of easy scratching of ultrafiltration membranes, high price of adsorbents, and aggravated membrane pollution, so as to slow down membrane pollution, facilitate operation and management, and reduce water head loss small effect
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Embodiment 1
[0033] This embodiment takes humic acid (HA) as an example. The total organic carbon content of humic acid in the water to be treated is 7.8mg / L. The integrated ultrafiltration membrane combination process is adopted, and no coagulant is added. The raw water enters the membrane tank at 1L / h, and the hydraulic retention time in the membrane tank is 2.2h. There is no sludge discharge in the membrane tank. After 8 days of continuous operation, the transmembrane pressure difference increased to 55.3kPa, and the removal rate of HA in the effluent was 32.3%, and the removal rate of small molecule HA (<3kDa) was 7.9%. After the operation, the ultrafiltration membrane was washed with water, and the transmembrane pressure dropped to 10.1kPa.
Embodiment 2
[0035]This embodiment takes humic acid (HA) as an example. The total organic carbon content of humic acid in the water to be treated is 7.8mg / L. Using the integrated ultrafiltration membrane combination process, dosing once every 48h, a total of 4 times, adding 1000mg of aluminum chloride (2.33mg / L as aluminum) each time. The raw water enters the membrane tank at 1L / h, and the hydraulic retention time in the membrane tank is 2.2h. There is no sludge discharge in the membrane tank. After 8 days of continuous operation, the transmembrane pressure difference increased to 15.2kPa, and the removal rate of HA in the effluent was 52.7%, among which the removal rate of small molecule HA (<3kDa) was 24.8%. After the operation, the ultrafiltration membrane was washed with water, and the transmembrane pressure dropped to 3.7kPa.
Embodiment 3
[0037] This embodiment takes humic acid (HA) as an example. The total organic carbon content of humic acid in the water to be treated is 7.8mg / L. Using the integrated ultrafiltration membrane combination process, dosing once every 24 hours, a total of 8 times, dosing 500mg of aluminum chloride (2.33mg / L as aluminum) each time. The raw water enters the membrane tank at 1L / h, and the hydraulic retention time in the membrane tank is 2.2h. There is no sludge discharge in the membrane tank. After 8 days of continuous operation, the transmembrane pressure difference increased to 14.6kPa, and the removal rate of HA in the effluent was 58.6%, and the removal rate of small molecule HA (<3kDa) was 30.7%. After the operation, the ultrafiltration membrane was washed with water, and the transmembrane pressure dropped to 3.2kPa.
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