CN102464428A - Sewage treatment method for medical institutions - Google Patents

Sewage treatment method for medical institutions Download PDF

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Publication number
CN102464428A
CN102464428A CN2010105452878A CN201010545287A CN102464428A CN 102464428 A CN102464428 A CN 102464428A CN 2010105452878 A CN2010105452878 A CN 2010105452878A CN 201010545287 A CN201010545287 A CN 201010545287A CN 102464428 A CN102464428 A CN 102464428A
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CN
China
Prior art keywords
sewage
treatment
pond
aerobic
anoxic pond
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN2010105452878A
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Chinese (zh)
Inventor
徐红定
徐亚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yangzhou Longjin Coating Environmental Protection Equipment Co Ltd
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Yangzhou Longjin Coating Environmental Protection Equipment Co Ltd
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Application filed by Yangzhou Longjin Coating Environmental Protection Equipment Co Ltd filed Critical Yangzhou Longjin Coating Environmental Protection Equipment Co Ltd
Priority to CN2010105452878A priority Critical patent/CN102464428A/en
Publication of CN102464428A publication Critical patent/CN102464428A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a sewage treatment method for medical institutions, which comprises the steps of sewage pretreatment, anaerobic treatment, aerobic treatment, precipitation treatment and disinfection treatment. The sewage treatment method for the medical institutions has low operation cost, is stable to operate and has high sewage treatment efficiency. Effluent continuously reaches the standard and is discharged in a qualified state. The pollution to the environment is effectively controlled. Therefore, not only is the environment improved, but also the load of a domestic wastewater treatment plant is relieved.

Description

A kind of medical institutions sewage water treatment method
Technical field
The present invention relates to a kind of sewage water treatment method, relate in particular to a kind of medical institutions sewage water treatment method.
Background technology
Bioremediation is adopted in medical institutions' WWT at present mostly; Comprise activated sludge process, film-bioreactor, BAF, simple and easy biochemical treatment; All there is certain defective in above method; The activated sludge process operation stability is poor, is prone to sludge bulking and sludge loss take place, and separating effect is not ideal enough; The film-bioreactor GWR is high, and film need carry out backwash, and energy consumption and working cost are high; BAF needs back flushing, operation scheme more complicated; The recoil water yield is bigger; Physical and chemical indexs such as simple and easy biochemical treatment water outlet COD, BOD can not guarantee up to standard.At present general many middle-size and small-size medical institutions do not attach great importance to the processing of sewage; Only rest in the simple and easy biochemical treatment; And there is not the personal management to operate; Water body around the various deleterious organism of its discharging, pathogenic agent, poisonous bacterium etc. have seriously polluted, the physical and mental health that has also endangered the people masses.
Summary of the invention
The present invention for overcome the above problems provide a kind of energy-efficient, running cost is low, the protection environment a kind of medical institutions sewage water treatment method.
Technical scheme of the present invention is: comprise the sewage pre-treatment, also comprise anaerobic treatment, aerobic treatment, precipitation process, disinfect that concrete steps are following:
1), pre-treatment is removed the solid dirt in the sewage, the adjusting water quality and quantity and the ight soil of rationally dissolving.
2), sewage is through promote getting into anoxic pond, with anoxic pond internal reflux nitrification liquid thorough mixing, denitrifying bacteria utilizes the organism in the sewage under anaerobic environment, with NO in the internal reflux nitrification liquid 3-Be converted into N 2Discharge, filler is installed, in the anoxic pond to keep the admixture of sewage.
3), after this, all sewage backflow mud get into Aerobic Pond by anoxic pond, in Aerobic Pond, arrange aerating system oxygenic aeration in the pond, adopt the biological contact oxidation metallization processes, make on the microbial film mikrobe that various aerobic biochemicals reactions take place, and guarantee BOD 5, NH 3The degraded of-N, the terminal mixed solution of Aerobic Pond is delivered to the anoxic pond leading portion.
4), the Aerobic Pond water outlet carries out mud-water separation because of gravity flows into inclined-plate clarifying basin, the mud in the inclined-plate clarifying basin gets into the mud nitrification tank, mixed-liquor return is to anoxic pond on the settling tank.
5), the inclined-plate clarifying basin water outlet gets into sterilization pool, employing disinfection by chlorine dioxide, sterilization back qualified discharge.
The present invention delivers to the oxygen-starved area leading portion to the terminal mixed solution of Aerobic Pond, with the fresh sewage thorough mixing of firm entering anoxic pond, to keep the carrying out of anti-nitration reaction in the oxygen-starved area, guarantees that water outlet TN is up to standard.Aerobic employing biological contact oxidation metallization processes can not produce the sludge bulking problem, and operational management is simple, need not to be provided with special operator; Need not to be provided with mud backflow facility; The sludge quantity that produces is few, and mud can regularly be transported outward by the fecal suction truck of environmental sanitation department; Capacity of resisting impact load is strong, is particularly suitable for the bigger wastewater treatment of water quality and quantity fluctuation; For conventional activated sludge process, volumetric loading is higher, and processing efficiency is high; The power consumption of contact oxidation method is lower.
Running cost of the present invention is low, and is stable, sewage treating efficiency is high, water outlet continues up to standardly, and pollution on the environment has been controlled in qualified discharging effectively, has so not only improved environment, has also alleviated the load of municipal sewage plant.
Figure BSA00000346834900021
Embodiment
A kind of medical institutions sewage water treatment method comprises the sewage pre-treatment, also comprises anaerobic treatment, aerobic treatment, precipitation process, disinfects, and concrete steps are following:
1), pre-treatment is removed the solid dirt in the sewage, the adjusting water quality and quantity and the ight soil of rationally dissolving.
2), sewage is through promote getting into anoxic pond, with anoxic pond internal reflux nitrification liquid thorough mixing, denitrifying bacteria utilizes the organism in the sewage under anaerobic environment, with NO in the internal reflux nitrification liquid 3-Be converted into N 2Discharge, filler is installed, in the anoxic pond to keep the admixture of sewage.
3), after this, all sewage backflow mud get into Aerobic Pond by anoxic pond, in Aerobic Pond, arrange aerating system oxygenic aeration in the pond, adopt the biological contact oxidation metallization processes, make on the microbial film mikrobe that various aerobic biochemicals reactions take place, and guarantee BOD 5, NH 3The degraded of-N, the terminal mixed solution of Aerobic Pond is delivered to the anoxic pond leading portion.
4), the Aerobic Pond water outlet carries out mud-water separation because of gravity flows into inclined-plate clarifying basin, the mud in the inclined-plate clarifying basin gets into the mud nitrification tank, mixed-liquor return is to anoxic pond on the settling tank.
5), the inclined-plate clarifying basin water outlet gets into sterilization pool, employing disinfection by chlorine dioxide, sterilization back qualified discharge.

Claims (1)

1. medical institutions' sewage water treatment method comprises the sewage pre-treatment, it is characterized in that: also comprise anaerobic treatment, aerobic treatment, precipitation process, disinfect that concrete steps are following:
1), pre-treatment is removed the solid dirt in the sewage, the adjusting water quality and quantity and the ight soil of rationally dissolving.
2), sewage is through promote getting into anoxic pond, with anoxic pond internal reflux nitrification liquid thorough mixing, denitrifying bacteria utilizes the organism in the sewage under anaerobic environment, with NO in the internal reflux nitrification liquid 3-Be converted into N 2Discharge, filler is installed, in the anoxic pond to keep the admixture of sewage.
3), after this, all sewage backflow mud get into Aerobic Pond by anoxic pond, in Aerobic Pond, arrange aerating system oxygenic aeration in the pond, adopt the biological contact oxidation metallization processes, make on the microbial film mikrobe that various aerobic biochemicals reactions take place, and guarantee BOD 5, NH 3The degraded of-N, the terminal mixed solution of Aerobic Pond is delivered to the anoxic pond leading portion.
4), the Aerobic Pond water outlet carries out mud-water separation because of gravity flows into inclined-plate clarifying basin, the mud in the inclined-plate clarifying basin gets into the mud nitrification tank, mixed-liquor return is to anoxic pond on the settling tank.
5), the inclined-plate clarifying basin water outlet gets into sterilization pool, employing disinfection by chlorine dioxide, sterilization back qualified discharge.
CN2010105452878A 2010-11-16 2010-11-16 Sewage treatment method for medical institutions Pending CN102464428A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010105452878A CN102464428A (en) 2010-11-16 2010-11-16 Sewage treatment method for medical institutions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010105452878A CN102464428A (en) 2010-11-16 2010-11-16 Sewage treatment method for medical institutions

Publications (1)

Publication Number Publication Date
CN102464428A true CN102464428A (en) 2012-05-23

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010105452878A Pending CN102464428A (en) 2010-11-16 2010-11-16 Sewage treatment method for medical institutions

Country Status (1)

Country Link
CN (1) CN102464428A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103204609A (en) * 2013-04-16 2013-07-17 四川同佳环保科技有限责任公司 Sewage treatment method for small and medium hospitals
CN103319056A (en) * 2013-07-16 2013-09-25 重庆泰克环保工程设备有限公司 Hospital sewage treatment system
CN110981091A (en) * 2019-12-10 2020-04-10 苏州希图环保科技有限公司 Medical wastewater comprehensive treatment system and treatment method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103204609A (en) * 2013-04-16 2013-07-17 四川同佳环保科技有限责任公司 Sewage treatment method for small and medium hospitals
CN103319056A (en) * 2013-07-16 2013-09-25 重庆泰克环保工程设备有限公司 Hospital sewage treatment system
CN110981091A (en) * 2019-12-10 2020-04-10 苏州希图环保科技有限公司 Medical wastewater comprehensive treatment system and treatment method thereof
CN110981091B (en) * 2019-12-10 2024-04-05 苏州希图环保科技有限公司 Medical wastewater comprehensive treatment system and treatment method thereof

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Application publication date: 20120523