CN108218108A - A kind of domestic sewage treatment process - Google Patents

A kind of domestic sewage treatment process Download PDF

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Publication number
CN108218108A
CN108218108A CN201711404272.8A CN201711404272A CN108218108A CN 108218108 A CN108218108 A CN 108218108A CN 201711404272 A CN201711404272 A CN 201711404272A CN 108218108 A CN108218108 A CN 108218108A
Authority
CN
China
Prior art keywords
sewage
obtains
treatment process
flows
sewage treatment
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
CN201711404272.8A
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Chinese (zh)
Inventor
刘娅坤
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.)
Tianjin Shun Xing Jie Science And Technology Co Ltd
Original Assignee
Tianjin Shun Xing Jie Science And Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tianjin Shun Xing Jie Science And Technology Co Ltd filed Critical Tianjin Shun Xing Jie Science And Technology Co Ltd
Priority to CN201711404272.8A priority Critical patent/CN108218108A/en
Publication of CN108218108A publication Critical patent/CN108218108A/en
Pending legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/30Treatment of water, waste water, or sewage by irradiation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/725Treatment of water, waste water, or sewage by oxidation by catalytic oxidation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F2001/007Processes including a sedimentation step
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/28Anaerobic digestion processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/301Aerobic and anaerobic treatment in the same reactor
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/302Nitrification and denitrification treatment

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  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention belongs to technical field of sewage more particularly to a kind of domestic sewage treatment process.Sewage successively every floating material and bulky grain solid pollutant are removed in dirty ditch, in pretreatment pool dilution mixing acidification hydrolization, carry out in reaction tank biological oxidation repeatedly and nitration denitrification, carry out in sedimentation basin separation of solid and liquid, carry out in sand filter sand filtration filtering, carry out in photochemical catalytic oxidation slot depth photochemical catalytic oxidation, fine filtering carried out in fine filtering slot, sewage, which ultimately forms middle water and is stored in middle sink, carries out reuse.

Description

A kind of domestic sewage treatment process
Technical field
The invention belongs to technical field of sewage more particularly to a kind of domestic sewage treatment process.
Background technology
As water pollution problems and water resource lack, problem is increasingly serious, and the processing that people increasingly pay attention to sanitary sewage is asked Topic.Large quantities of town dweller's community domestic wastewater treatment facilities are completed at present, such facility is mainly using buried Biological Contact Oxidation Process form.Facts have proved the technology, there are many defects:First, the facility for being embedded in underground is more difficult It manages and there are monitoring blind areas;Secondly, buried facility service life is short, and repair and maintenance is difficult;Furthermore such treatment process Treatment effect can only meet the requirement of qualified discharge, it is impossible to by sewage disposal into Treated sewage reusing, this equally causes water resource Loss.
Invention content
The present invention provides a kind of high treating effect to solve technical problem present in known technology, ultimately forms middle water Reuse is to save the domestic sewage treatment process of water resource.
The present invention is adopted the technical scheme that solve technical problem present in known technology:At a kind of sanitary sewage Science and engineering skill includes the following steps that (1), sanitary sewage are flowed into every in dirty ditch, remove floating material and bulky grain solid pollutant;(2)、 Sewage that step (1) obtains is flowed into pretreatment pool, is diluted and is mixed and the acidifying water under the action of anaerobic bacteria with Chi Rongshui Solution;(3), the sewage that step (2) obtains is flowed into reaction tank, and biological oxidation is repeated under the action of aerobic bacteria and anaerobic bacteria It is reacted with nitration denitrification;(4), the sewage that step (3) obtains flows into sedimentation basin and carries out separation of solid and liquid;(5), step (4) obtains To sewage flow into sand filter in carry out sand filtration filtering;(6), the sewage that step (5) obtains is flowed into photochemical catalytic oxidation slot and is carried out Depth photochemical catalytic oxidation;(7), the sewage that step (6) obtains flows into fine filtering slot and carries out fine filtering, filters out not tolerant; (8), water is stored and reuse in being used as in sink during step (7) obtains sewage flows into.
The advantages and positive effects of the present invention are:The present invention provides a kind of domestic sewage treatment process, present treatment techniques Compared with existing process form, technological process is more reasonable, and sewage is after each step process, floating material therein, big Grain solid pollutant, larger molecular organics, small organic molecule etc. are filtered out successively and reaction treatment, degree for the treatment of are deeper Change, pollutant removal is more thorough, and finally formed middle water meets the standard of reuse, has saved water resource.
Preferably:The step of further including sludge pumping to the pretreatment pool that will be deposited in sedimentation basin bottom.
Preferably:It further includes and passes back into the washed-out sand water of sand filter every the dirty ditch the step of.
Preferably:It is further included between step (1) and step (2) and sewage is subjected to temporary step in sump, every The sewage natural that dirty ditch obtains is flowed into sump, and the sewage in sump is pumped into pretreatment pool.
Preferably:Further include the step of water in residue is subjected to overflow discharge.
Preferably:It is described every dirty ditch, pretreatment pool, reaction tank, sedimentation basin, sand filter, photochemical catalytic oxidation slot, fine filtering Slot and middle sink are respectively positioned on the ground, form enclosed sewage treating stations.
Description of the drawings
Fig. 1 is the flow diagram of the present invention.
Specific embodiment
It is described in detail such as in order to further understand the content, features and effects of the present invention, the following examples are hereby given Under:
Fig. 1 is referred to, domestic sewage treatment process of the invention includes the following steps:(1), sanitary sewage is flowed into every dirty ditch In, remove floating material and bulky grain solid pollutant;(2), the sewage that step (1) obtains is flowed into pretreatment pool, with Chi Rongshui It is diluted mixing and the acidification hydrolization under the action of anaerobic bacteria;(3), the sewage that step (2) obtains is flowed into reaction tank, good Biological oxidation and nitration denitrification reaction are repeated under the action of oxygen bacterium and anaerobic bacteria;(4), the sewage stream that step (3) obtains Enter and separation of solid and liquid is carried out in sedimentation basin;(5), the sewage that step (4) obtains, which flows into, carries out sand filtration filtering in sand filter;(6), step (5) sewage obtained, which flows into, carries out depth photochemical catalytic oxidation in photochemical catalytic oxidation slot;(7), the sewage that step (6) obtains flows into essence Fine filtering is carried out in thin lautertuns, filters out not tolerant;(8), in being used as in sink during step (7) obtains sewage flows into water into Row storage and reuse.
It may still contain not sufficiently reactive pollutant in the sludge that sedimentation basin bottom generates, therefore will be deposited in this example Circular treatment is participated in the sludge pumping to pretreatment pool of sedimentation basin bottom.
Sand filter needs periodically to carry out washed-out sand, and the solid grain contamination retained in sand filter blanket is washed out.Solid particle is dirty Dye object is mixed in washed-out sand water, therefore washed-out sand water can not be discharged arbitrarily.The washed-out sand water of sand filter is passed back into every dirty ditch in this example Solid grain contamination is retained, salvaged by the facility that filters out every dirty ditch by middle carry out circular treatment.
It more swimmingly carries out for the ease of entire technological process, is also set up in this example between dirty ditch and pretreatment pool It is additionally provided between sump, i.e. step (1) and step (2) and sewage is subjected to temporary step in sump, every in dirty ditch Sewage natural out is flowed into sump, and the sewage in sump is pumped into pretreatment pool.

Claims (6)

1. a kind of domestic sewage treatment process, it is characterised in that:Include the following steps,
(1), sanitary sewage is flowed into every in dirty ditch, removes floating material and bulky grain solid pollutant;
(2), the sewage that step (1) obtains is flowed into pretreatment pool, is diluted and is mixed and in the effect of anaerobic bacteria with Chi Rongshui Lower acidification hydrolization;
(3), the sewage that step (2) obtains is flowed into reaction tank, and biological oxygen is repeated under the action of aerobic bacteria and anaerobic bacteria Change and nitration denitrification reacts;
(4), the sewage that step (3) obtains flows into sedimentation basin and carries out separation of solid and liquid;
(5), the sewage that step (4) obtains, which flows into, carries out sand filtration filtering in sand filter;
(6), the sewage that step (5) obtains, which flows into, carries out depth photochemical catalytic oxidation in photochemical catalytic oxidation slot;
(7), the sewage that step (6) obtains flows into fine filtering slot and carries out fine filtering, filters out not tolerant;
(8), water is stored and reuse in being used as in sink during step (7) obtains sewage flows into.
2. domestic sewage treatment process described in accordance with the claim 1, it is characterised in that:Sedimentation basin bottom will be deposited in by further including Sludge pumping to pretreatment pool the step of.
3. domestic sewage treatment process described in accordance with the claim 1, it is characterised in that:It further includes and returns the washed-out sand water of sand filter It flows into every the dirty ditch the step of.
4. domestic sewage treatment process described in accordance with the claim 1, it is characterised in that:Between step (1) and step (2) also Including sewage is carried out temporary step in sump, the sewage natural obtained every dirty ditch is flowed into sump, in sump Sewage be pumped into pretreatment pool.
5. domestic sewage treatment process described in accordance with the claim 1, it is characterised in that:It further includes and water in residue is subjected to overflow The step of discharge.
6. according to domestic sewage treatment process described in any one of claim 1 to 5, it is characterised in that:It is described every dirty ditch, pre- place Reason pond, reaction tank, sedimentation basin, sand filter, photochemical catalytic oxidation slot, fine filtering slot and middle sink are respectively positioned on the ground, form closing Formula Sewage Disposal.
CN201711404272.8A 2017-12-22 2017-12-22 A kind of domestic sewage treatment process Pending CN108218108A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711404272.8A CN108218108A (en) 2017-12-22 2017-12-22 A kind of domestic sewage treatment process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711404272.8A CN108218108A (en) 2017-12-22 2017-12-22 A kind of domestic sewage treatment process

Publications (1)

Publication Number Publication Date
CN108218108A true CN108218108A (en) 2018-06-29

Family

ID=62648551

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711404272.8A Pending CN108218108A (en) 2017-12-22 2017-12-22 A kind of domestic sewage treatment process

Country Status (1)

Country Link
CN (1) CN108218108A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203346222U (en) * 2013-05-23 2013-12-18 天津市嘉腾环保设备有限公司 Deep treatment station for domestic sewage of urban residential area
CN106186428A (en) * 2016-08-16 2016-12-07 贵阳时代沃顿科技有限公司 A kind of Pb-Zn deposits beneficiation wastewater treatment method and processing means thereof
CN106396231A (en) * 2016-10-28 2017-02-15 浙江蓝天求是环保股份有限公司 Treatment system and treatment method for evaporating and crystallizing desulfurization waste water by using cooling tower
CN106630411A (en) * 2016-12-14 2017-05-10 嘉工集团有限公司 Domestic sewage treatment system and control method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203346222U (en) * 2013-05-23 2013-12-18 天津市嘉腾环保设备有限公司 Deep treatment station for domestic sewage of urban residential area
CN106186428A (en) * 2016-08-16 2016-12-07 贵阳时代沃顿科技有限公司 A kind of Pb-Zn deposits beneficiation wastewater treatment method and processing means thereof
CN106396231A (en) * 2016-10-28 2017-02-15 浙江蓝天求是环保股份有限公司 Treatment system and treatment method for evaporating and crystallizing desulfurization waste water by using cooling tower
CN106630411A (en) * 2016-12-14 2017-05-10 嘉工集团有限公司 Domestic sewage treatment system and control method

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Application publication date: 20180629

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