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Deep dehydration method for sludge of sewage plant

A technology of deep dewatering and sewage treatment plant, applied in sludge treatment, chemical instruments and methods, water/sludge/sewage treatment, etc. Low cost, cost saving, and the effect of sludge reduction and volume reduction

Pending Publication Date: 2021-06-29
福建狮威水利工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Although the above-mentioned technologies combine chemical treatment, mechanical crushing and ultrasonic modification to pretreat the sludge, the water content of the final sewage can only be reduced to below 60%, and there is still room for further dehydration. Ultrasonic reactors and mechanical crushing treatment equipment are used, and the equipment cost is relatively high. Third, chemical treatment is the main method in the above three pretreatment methods, and the addition of sludge conditioning agents in the chemical treatment process is very large, and there are still chemicals big cost problem

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] This embodiment provides a method for deep dehydration of sewage plant sludge, which specifically includes the following steps: S1. Put the primary mud cake dehydrated by the belt filter press into the treatment tank, the amount of primary mud cake is 6 tons, and the primary mud cake The moisture content of the cake is 80%-90%; S2. Use a high-pressure water gun to impact the primary mud cake in the tank under high pressure. The water pressure reaches 6MPa to deblock the primary mud cake. The ratio of primary mud cake to water is 1:4. Then keep stirring for 50min to make the mud; S3, utilize the sludge pump to squeeze the mud into the mixing pipe and send it into the mud storage tank together after mixing with the prepared flocculant, the flocculant is 0.125% polymer of the mud weight 0.5% polyaluminum chloride of acrylamide and mud weight; S4, after the mud water is layered, extract the supernatant and process it into the water used in step S2 and the water used for prep...

Embodiment 2

[0024] This embodiment provides a method for deep dehydration of sewage plant sludge, which specifically includes the following steps: S1. Put the primary mud cake dehydrated by the belt filter press into the treatment tank, the amount of primary mud cake is 5 tons, and the primary mud cake The moisture content of the cake is 80%-90%; S2. Use a high-pressure water gun to impact the primary mud cake in the tank under high pressure. The water pressure reaches 5MPa to deblock the primary mud cake. The ratio of primary mud cake to water is 1:4.5. Then keep stirring for 40min to make the mud; S3, utilize the sludge pump to beat the mud into the mixing pipe and send it into the mud storage tank together after mixing with the prepared flocculant, the flocculant is 0.12% polymer of the mud weight 0.6% polyaluminum chloride of acrylamide and mud weight; S4, after the mud water is stratified, extract the supernatant and process it into the water of step S2 and the water for preparing flo...

Embodiment 3

[0026] This embodiment provides a method for deep dehydration of sewage plant sludge, which specifically includes the following steps: S1. Put the primary mud cake dehydrated by the belt filter press into the treatment tank, the amount of primary mud cake is 5 tons, and the primary mud cake The moisture content of the cake is 80%-90%; S2. Use a high-pressure water gun to impact the primary mud cake in the tank under high pressure. The water pressure reaches 6MPa to deblock the primary mud cake. The ratio of primary mud cake to water is 1:4. Then keep stirring for 60min to make the mud; S3, utilize the sludge pump to squeeze the mud into the mixing pipe and send it into the mud storage tank together after mixing with the prepared flocculant, the flocculant is 0.135% polymer of the mud weight Acrylamide and polyaluminum chloride of 0.45% of the mud weight; S4, after the mud-water stratification, extract the supernatant, and unload the mud; S5, pump the mud in step S4 into the dia...

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Abstract

The invention discloses a deep dehydration method for sludge of a sewage plant. The method comprises the following steps: putting a primary sludge cake subjected to dehydration treatment by a belt filter press into a treatment tank; performing high-pressure impact on the primary mud cake in the treatment pond through a high-pressure water gun, the dosage ratio of the primary mud cake to water is 1: (4-5), then stirring continuously for 40 min or above, and preparing the mud; pumping the slurry into a mixing pipeline, mixing the slurry with a prepared flocculating agent, and feeding the mixture into a slurry storage tank; after mud and water are layered, extracting a supernate, and discharging the mud; and pumping the pug into a diaphragm filter press to obtain dewatered mud cakes with the water content being lower than 50%. According to the invention, the high-pressure water gun is innovatively utilized to impact, deblock and stir and soak the primary mud cake pretreated by the belt filter press for more than 40 minutes, so that the cost of conditioning agents is saved, the equipment cost is low, the sewage treatment efficiency and stability are improved, and the reduction and volume reduction of sludge are realized; and the dehydrated mud cake can be used for brick making, greening fertilizer, organic fertilizer processing in fertilizer factories, incineration in power plants and the like.

Description

technical field [0001] The invention belongs to the technical field of sludge treatment, and in particular relates to a deep dewatering method for sludge in a sewage plant. Background technique [0002] The treatment of sewage plant sludge has become a restrictive factor for the popularization and operation of sewage biological treatment technology. The first principle to solve the treatment and disposal of sludge in sewage plants is sludge reduction. Sludge reduction includes the reduction of sludge mass and volume, that is, reducing the amount of sludge produced and reducing the volume of sludge. The traditional sludge treatment is mainly to concentrate first, then break the wall and then flocculate. The concentration equipment consumes a lot of energy and occupies a large area, and a second flocculation is required before entering the dehydration equipment. There are common problems such as low treatment efficiency and high cost of chemicals. [0003] Chinese published p...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F11/148C02F11/122C02F11/123C02F11/00
CPCC02F11/148C02F11/122C02F11/123C02F11/00C02F2303/06
Inventor 申忠义
Owner 福建狮威水利工程有限公司
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