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A method to determine the optimum storage temperature of aerobic granular sludge

An aerobic granular sludge and cell activity technology, applied in the field of environmental engineering, can solve the problems of complex operation and long time, and achieve the effects of shortened activity recovery time, high feasibility, and shortened start-up time

Active Publication Date: 2020-12-29
JIANGNAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the existing methods for determining the optimum storage temperature are mainly determined by testing the performance of the aerobic granular sludge after its activity is restored. In the reactor, it takes about 10-30 days to recover the activity of aerobic granular sludge before the effect can be determined. The operation is complicated and takes a long time, which has become the key to restricting the engineering application of aerobic granular sludge

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  • A method to determine the optimum storage temperature of aerobic granular sludge
  • A method to determine the optimum storage temperature of aerobic granular sludge
  • A method to determine the optimum storage temperature of aerobic granular sludge

Examples

Experimental program
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Effect test

Embodiment 1

[0025] Embodiment 1: storage condition of aerobic granular sludge

[0026] The storage temperature of the aerobic granular sludge was set at -20 °C, 4 °C and 20 °C. Take out 900ml of the mud-water mixture in the aerobic granular sludge pilot plant, and place three equal parts on average in 1000ml serum bottles with 500ml of preservation matrix. The composition of the preservation matrix is ​​as follows: NaAc 4200mg / L, NH 4 Cl 1100mg / L, K 2 HPO 4 370mg / L, KH 2 PO 4 140mg / L, MgSO 4 440mg / L, KCl 170mg / L, trace element solution 1ml / L; the composition of trace element solution is as follows: FeCl 3 ·6H 2 O1.5g / L,H 3 BO 3 0.15g / L, CuSO 4 ·5H 2 O 0.03g / L, KI 0.03g / L, MnCl 2 4H 2 O 0.12g / L,Na 2 MoO 4 2H 2 O 0.06g / L, ZnSO 4 ·7H 2 O 0.12g / L, CoCl 2 ·6H 2 O 0.15g / L. Preservation matrix COD300mg / L, NH 4 + -N 60mg / L, PO 4 3- -P 8mg / L. Serum bottles (three parallel samples were set at each storage temperature) were placed at -20°C, 4°C and 20°C respectively, and...

Embodiment 2

[0027] Example 2: Characterization of preserved aerobic granular sludge cell state

[0028] Flow cytometry cell state testing conditions are as follows:

[0029] (1) Take 10ml of the aerobic granular sludge mixture stored in the pilot system and at various temperatures for 3 months, dilute to 100ml with phosphate buffer solution with a pH of 7.2, and vortex for 2 minutes in a vortex instrument to make the sludge Broken into flocs and ensure uniform distribution;

[0030] (2) Filter the crushed sample with a nylon membrane with a pore size of 10 μm, take 1.5 ml and place it in a 1.5 ml conical centrifuge tube;

[0031] (3) The sample is centrifuged at 8000rpm / min for 5min;

[0032] (4) Use a pipette gun to absorb the supernatant of the centrifuged sample, leaving about 0.1ml of the sample, use the pre-cooled phosphate buffer to wash the cells, and repeat the centrifugation and washing twice;

[0033] (5) Use a pipette gun to absorb the supernatant of the centrifuged sample, ...

Embodiment 3

[0038] The activity recovery condition of the aerobic granular sludge preserved in embodiment 3

[0039] The aerobic granular sludge from different serum bottles was inoculated in the Sequencing Batch Reactor (SBR) to restore the activity of the aerobic granular sludge; stored at -20°C, 4°C and 20°C The aerobic granular sludge was placed in R1, R2 and R3 respectively. SBR has an effective volume of 10.0L, a drainage ratio of 50%, a reaction period of 3 hours, a static water intake period of 60 minutes, an aeration reaction period of 112 minutes, a sludge settlement period of 3 minutes, and a rapid drainage period of 5 minutes. The content and ratio of air and nitrogen are controlled by the real-time control system to ensure the anaerobic state of the water inlet section and the aerobic state of the reaction section; the SRT is controlled at 25 days.

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Abstract

The invention discloses a method for determining the optimal preservation temperature of aerobic granular sludge, and belongs to the technical field of environmental engineering. According to the method, the cell activity states of the aerobic granular sludge stored under different temperature conditions are characterized based on flow cytometry; the optimal preservation temperature of the aerobicgranular sludge is determined by comparing the difference between the aerobic granular sludge and the pilot-scale aerobic granular sludge; and the reliability of the characterization method data conclusion is verified by combining the aerobic granular sludge activity recovery effect and the cell activity state after the microbial activity of the sludge is recovered. According to the invention, the method determines the optimal preservation temperature based on flow cytometry, the operation is simple, the data is quick, easy to obtain, accurate and reliable, the aerobic granular sludge activity recovery process can be omitted, and the effects of time saving, energy saving and consumption reducing can be achieved.

Description

technical field [0001] The invention relates to a method for determining the optimum storage temperature of aerobic granular sludge, which belongs to the technical field of environmental engineering. Background technique [0002] With the improvement of sewage treatment and discharge standards, the traditional activated sludge process can no longer meet the requirements of pollutant discharge. Therefore, a large amount of carbon source materials and phosphorus removal agents are added to sewage to reduce its total nitrogen and total phosphorus content. Seriously affected the energy saving effect of the sewage treatment plant. Aerobic granular sludge has good settling performance, low operating cost, high biomass and treatment efficiency, and has great development potential. At present, more than 40 sewage treatment plants using aerobic granular sludge process have been established in the world factory. However, the cultivation period of aerobic granular sludge in engineeri...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C02F3/12
CPCC02F3/12C02F2301/10Y02W10/10
Inventor 王硕王玉莹朱引李激王燕
Owner JIANGNAN UNIV