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Method for aerobic composting with urban sewage and sludge

A technology for urban sewage and aerobic composting, which is applied in the preparation of organic fertilizers, organic fertilizers, and fertilization devices, etc., can solve the problems of increasing the volume of the heap, the bulk of the heap, increasing the cost of composting and processing steps, etc. Good quantity effect, high processing efficiency and good processability

Inactive Publication Date: 2009-12-16
TSINGHUA UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Dispersants generally use organic dispersants such as sawdust and straw, and the volume ratio of the added amount to the sludge is generally 1:1 to 2:1, so the volume of the pile is large and the sludge reduction effect is not good; on the other hand, due to These dispersants containing a large amount of lignin, cellulose and other refractory organic matter cannot be degraded in the first fermentation process. In order to ensure product performance, a second fermentation is required, making the entire treatment time as long as 1 to 3 months
[0004] Aiming at the problem of aerobic composting of sludge caused by the addition of dispersants, some researchers have proposed the method of adding recyclable dispersants, but they will still increase the volume of the pile, and after the composting is completed, it must be screened out to increase composting costs and processing steps

Method used

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  • Method for aerobic composting with urban sewage and sludge

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0019] The dehydrated cake produced by a municipal sewage treatment plant has a water content of 80%, an organic content of 76%, and a carbon-nitrogen ratio of 10.1.

[0020] (1) Pre-forming treatment. The dewatered sludge and the back-mixed compost product are mixed at a weight ratio of 3:1, and then extruded into sludge strips with a cross-sectional diameter of 1cm and a total length of 5m, which are laid side by side on the support plate at the bottom of the fermentation bin with a spacing of 0.5cm. , And 100 side by side.

[0021] (2) Pile body construction. Insert the support board from bottom to top in the fermentation bin, and lay the sludge. The multiple layers of sludge are stacked together, the spacing between the supporting plates is 2cm, and the total height of the pile is 2.5m.

[0022] (3) Ventilation and fermentation. Adopt induced draft fan for ventilation, the ventilation volume is 1~3m 3 / min, from the beginning until the temperature in the bin reaches 50°C, inte...

Embodiment 2

[0025] The dehydrated cake produced by a municipal sewage treatment plant has a water content of 70%, an organic content of 62%, and a carbon-nitrogen ratio of 9.3.

[0026] (1) Pre-forming treatment. The dewatered sludge and the remixed compost product are mixed at a weight ratio of 5:1, and then extruded into sludge strips with a cross-sectional diameter of 1.5cm and a total length of 5m. They are laid side by side on the bottom support plate of the fermentation tank with a spacing of 0.5cm. , And 100 side by side.

[0027] (2) Pile body construction. Insert the support board from bottom to top in the fermentation bin, and lay the sludge. The multiple layers of sludge are stacked together, the spacing between the supporting plates is 2cm, and the total height of the pile is 2m.

[0028] (3) Ventilation and fermentation. Adopt induced draft fan for ventilation, the ventilation volume is 1~3m 3 / min, from the beginning until the temperature in the bin reaches 50°C, intermittent ai...

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Abstract

The invention provides a method for aerobic composting with urban sewage and sludge, which belongs to the technical field of solid waste treatment. The method comprises the following steps: mixing dewatered sludge and a backmixed compost product according to a weight ratio of 3:1 to 5:1, extruding the mixture to make sludge strips and parallelly placing a plurality of sludge strips on a light supporting plate to form a sludge layer; overlapping a plurality of layers of sludge and keeping interlayer spacing to form a sludge pile body and placing the pile body in a fermentation room; keeping ventilation for fermentation; and after fermentation, drawing the support plates out of the room to scrape the compost product from the supporting plates by baffle plates and collecting the compost product. The diameter of the cross section of the sludge strips is 1 to 1.5 centimeters and the spacing between the sludge strips is 0.5 centimeter. The interlayer spacing is 2 centimeters. The method avoids secondary fermentation and has high treatment efficiency and good weight reduction effect. Without any other residual dispersant, the compost product is good in processability and convenient to further produce a compound fertilizer, and can be burnt or used to make building materials. After being built, the pile can complete fermentation with proper ventilation rather than turning.

Description

Technical field [0001] The invention relates to an aerobic composting method of a de-cemented cake in an urban sewage treatment plant, and belongs to the technical field of solid waste treatment. Background technique [0002] Most of the urban domestic sewage in my country is treated by the activated sludge method, and a large amount of excess sludge is produced every year. With the increase in the discharge of urban domestic sewage and the increase in the treatment rate, the amount of sludge produced is increasing rapidly. A large amount of accumulated sludge not only occupies the land, but also contains a large number of organic nutrients and refractory organic matter, trace elements, pathogenic microorganisms and parasite eggs, heavy metals and other components in the sludge, which may pollute the ecological environment through different channels. Therefore, the sludge needs to be properly treated and disposed of. The main treatment and disposal methods of sludge include landf...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C05F17/00
CPCY02W30/40
Inventor 金宜英李欢李洋洋吴恩惠聂永丰
Owner TSINGHUA UNIV
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