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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

Active Publication Date: 2020-02-18
RES CENT FOR ECO ENVIRONMENTAL SCI THE CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] For the integrated membrane combination process, on the one hand, it is currently reported that the price of the adsorbent used is relatively high, such as activated alumina, activated iron oxide, carbon nanotubes, nano-zero-valent iron, etc.
On the other hand, some adsorbents are easy to scratch the ultrafiltration membrane during long-term operation, such as powdered activated carbon
In addition, although a large number of adsorbents are injected into the membrane pool, it is difficult to form a protective layer on the surface of the membrane because most of the adsorbents used are granular, or only a single protective layer is formed on the surface of the ultrafiltration membrane.
With the increase of running time, small molecular organic pollutants can still pass through the adsorbent protective layer to reach the membrane surface, and at the same time, the pollutants gradually form a denser pollution layer on the surface of the adsorbent protective layer, which intensifies membrane fouling.

Method used

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  • Low-pressure membrane water treatment technology based on "sandwich" loose floc protection layer
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Examples

Experimental program
Comparison scheme
Effect test

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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Abstract

A low-pressure membrane water treatment process based on a sandwich type loose floc protective layer is disclosed. An integrated type membrane coagulation reactor is adopted by the process, and mainly includes a membrane tank, a low-pressure membrane assembly arranged in the membrane tank and an aeration device arranged in the same membrane tank. The membrane tank is in series connection with a suction pump and a coagulant adding tank through a pipeline. The bottom of the membrane tank is provided with a sludge discharging valve. The coagulant is injected into the membrane tank through the coagulant adding tank through a batch-type manner so that coagulant hydrolyzed floc forms the sandwich type loose protective layer on the membrane surface. Raw water is fed into the membrane tank, treated by adsorption by the floc layer and membrane treatment, and then discharged. The process can ensure water quality of discharged water, and can effectively reduce membrane pollution at the same time, especially membrane pollution caused by low-molecular-weight organic matters. The treatment device integrating an adsorption process and a membrane process is adopted by the water treatment process, thus effectively reducing the occupied space.

Description

technical field [0001] The invention belongs to the technical field of water treatment and membrane pollution control, and in particular relates to a low-pressure membrane water treatment technology based on a "sandwich" loose floc protection layer. Background technique [0002] Membranes are increasingly used in water treatment. As of now, the applications of membranes are growing almost exponentially. However, as the running time increases, pollutants will gradually accumulate in the membrane pores or membrane surface, resulting in inevitable membrane fouling, especially small molecular organic pollutants. After membrane fouling, not only the hydraulic resistance increases, but also the transmembrane pressure difference increases rapidly, which greatly increases the energy consumption in the membrane filtration process. [0003] Previous studies have shown that membrane pore adsorption, membrane pore clogging and filter cake layer on the membrane surface are important ca...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): B01D65/08C02F9/04
CPCB01D65/08C02F1/00C02F1/444C02F1/52C02F1/5245C02F9/00
Inventor 曲久辉马百文王兴李文江刘会娟刘锐平
Owner RES CENT FOR ECO ENVIRONMENTAL SCI THE CHINESE ACAD OF SCI
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