CN105923893A - Method for unpowered biological treatment of rural domestic sewage - Google Patents

Method for unpowered biological treatment of rural domestic sewage Download PDF

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Publication number
CN105923893A
CN105923893A CN201610289305.8A CN201610289305A CN105923893A CN 105923893 A CN105923893 A CN 105923893A CN 201610289305 A CN201610289305 A CN 201610289305A CN 105923893 A CN105923893 A CN 105923893A
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China
Prior art keywords
sewage
domestic sewage
plant
rural areas
anaerobic
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CN201610289305.8A
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Chinese (zh)
Inventor
王超
陈方方
雷弢
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Sichuan Geruisi Environment Technology Co Ltd
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Sichuan Geruisi Environment Technology Co Ltd
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Priority to CN201610289305.8A priority Critical patent/CN105923893A/en
Publication of CN105923893A publication Critical patent/CN105923893A/en
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    • 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
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic 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
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae

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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 discloses a method for unpowered biological treatment of rural domestic sewage. The method comprises the steps of conducting entrapment to remove large particulate pollutants and flotage in sewage, conducting acidify degradation on organic pollutants to make organic pollutants converted into micromolecular organic pollutants easy to degrade, conducting primary filtration to remove fine particulate matter in sewage, conducting aerobic-anaerobic multi-level processing, conducting final filtration and entrapment on fallen aged biological films and conducting inspection. Continuous treatment can be achieved simply by introducing sewage constantly, exogenous power is not needed, and unpowered sewage treatment is achieved. According to the method, equipment construction cost is low and can be accepted by peasant households easily, treatment of domestic sewage of rural areas characterized in residence dispersal is realized, and environment pollution caused by domestic sewage is avoided; treatment effect is good, energy consumption is low, maintenance and using are convenient, and long-term use is possible.

Description

A kind of method that domestic sewage in rural areas unpowered biological processes
Technical field
The present invention relates to a kind of technology for treating domestic sewage in rural area, be specifically related to what a kind of domestic sewage in rural areas unpowered biological processed Method.
Background technology
Along with progress and the socioeconomic development of human civilization, the mankind the most progressively recognize environmental conservation to promote social progress and The significance of economic sustained, stable and coordinated development.Environmental protection work has become our fundamental state policy, by society Can universal concern and attention.
While rural science and technology agricultural fast development, accelerate the paces of China's new countryside construction planning, will accuse in the near future In the epoch " lived scattered " at each family in Bie Tong village, instead will be that life, medical treatment, science, culture " soft or hard " facility condition are neat The general layout that Quan Tong village is lived in concentrated communities.Rural area live in concentrated communities life can not only accelerate infrastructure, education universal, moreover it is possible to be greatly enhanced agriculture The living standard in village, but the ecological environment of surrounding will be brought the biggest challenge by the high-density aggregation pattern of population, wherein dirty Contaminating the most prominent is exactly that people live produced sanitary sewage, and this seriously hampers the paces of new rural village development construction.
Domestic sewage in rural areas has the following characteristics that (1) domestic sewage in rural areas mainly includes kitchen cooking water, takes a shower and wash use Water, is essentially free of heavy metal and poisonous and harmful substance in water, containing a certain amount of nitrogen, phosphorus, containing large amount of organic;(2) Rural population is less, and widely distributed and dispersion, due to the restriction of objective condition, without sewage discharge pipe network, Domestic sewage collecting ratio More difficult, lack unified management and administer;(3) domestic sewage in rural areas amount is less, concentration is low, and variation coefficient is big.For above-mentioned The feature of country sewage, uses conventional effluent purification method to be difficult to obtain preferable treatment effect.Biomembrane is used to process life Sewage, has the organic pollutant degradation efficiency advantage such as the most widely applicable high, real, mainly have biological rotating disk, bio-contact oxidation, Bio-trickling filter, BAF, moving bed biological embrane method etc..But the method for above-mentioned existing treating sewage by using biological membrane is universal Have that mosquitos and flies multiplies, big to the fluctuation of dissimilar wastewater purifying efficiency, the rudimentary operation stability of efficiency not enough, easily there is blocking and Shorten the shortcomings such as cycle of operation.For preventing DeviceMode blocking, improving treatment effeciency, sewage pump etc. the most also can be used to carry High effluent flow rate, operation energy consumption is high, and frequency of maintenance is high.
Summary of the invention
It is an object of the invention to overcome the shortcoming of prior art, it is provided that one can effectively purify domestic sewage in rural areas, energy consumption low, The method that a kind of domestic sewage in rural areas unpowered biological of anti-equipment blocking processes.
The purpose of the present invention is achieved through the following technical solutions: a kind of method that domestic sewage in rural areas unpowered biological processes, it Comprise the following steps:
S1. retain: collect domestic sewage in rural areas, retain through mechanical grille, remove the bulky grain pollutant in sewage and floating thing, Waste water enters acidifying regulating reservoir;
S2. acidifying: have anaerobic acid-production microorganism in acidifying regulating reservoir, keeps the temperature of acidifying regulating reservoir to be 35~45 DEG C and filling Being acidified to the pH value of sewage under the sealed environment of carbon dioxide to 3~4, macromole persistent organic pollutants are transformed into little molecule Degradable organic pollution;
S3. initial filter: the sewage after acidifying flows to preliminary filter, cobble, meter Shi, the mixture of fine sand, institute are filled in described preliminary filter State cobble, meter Shi, the weight ratio of fine sand are 5~8:3~5:1, the fine particulate material in preliminary filter removes sewage, water outlet Flow in multistage comprehensive organism filter tank;
S4. anaerobic-aerobic multistep treatment: multistage comprehensive organism filter tank is made up of anaerobic pond and aerobic cell compartment, the sewage after initial filter Through anaerobic-aerobic alternate treatment, water outlet flows into whole filter tank;
S5. filter eventually: whole filter tank is filled with the mixture of cobble, meter Shi, fine sand, described cobble, meter Shi, the weight ratio of fine sand For 1:3~5:5~8, whole filter tank retains the aging biomembrane come off, and water outlet flows into inspection pond;
S6. inspection: inspection pond in cultivation have water plant, when aquatic plants growth health can water outlet, be the sewage after process.
Further, the quantity of anaerobic pond described in step S4 and Aerobic Pond is respectively 1~3.
Further, water plant described in step S6 is emergent aquactic plant, floatingleaved plant and submerged plant composition.
Further, described emergent aquactic plant is Rhizoma Acori Graminei, Mugil cephalus grass and Rhizoma Alismatis.
Further, described floatingleaved plant Herba Spirodelae grass and floating heart.
Further, described submerged plant hydrilla verticillata, hornwort and Herba vallisneriae Spiralis.
The domestic sewage in rural areas influent quality parameter of the present invention is as shown in table 1, the effluent quality parameter after the inventive method processes As shown in table 2:
Table 1: influent quality requires (unit: mg/L)
Project CODCr BOD5 SS Ammonia nitrogen Vegetable and animals oils
Water inlet ≤350 ≤250 ≤250 ≤40 ≤20
Table 2: effluent quality parameter (unit: mg/L)
Project CODCr BOD5 SS Ammonia nitrogen Vegetable and animals oils
Water outlet ≤60 ≤20 ≤20 ≤15 ≤3
The invention have the advantages that
(1) present invention only need to persistently input sewage and just can realize continuous processing, it is not necessary to exogenous power, it is achieved at motorless sewage Reason;
(2) construction cost of present device is low, easily accepts for wide farmers, solves sparsely populated domestic sewage in rural areas Process, overcome the environmental pollution that sanitary sewage causes;
(3) high treating effect of the present invention, less energy consumption, maintenance are easy to use, can use for a long time.
Detailed description of the invention
Below in conjunction with embodiment, the present invention will be further described, and protection scope of the present invention is not limited to the following stated.
Embodiment 1: a kind of method that domestic sewage in rural areas unpowered biological processes, it comprises the following steps:
S1. retain: collect domestic sewage in rural areas, retain through mechanical grille, remove the bulky grain pollutant in sewage and floating thing, Waste water enters acidifying regulating reservoir;
S2. acidifying: have anaerobic acid-production microorganism in acidifying regulating reservoir, keeps the temperature of acidifying regulating reservoir to be 35 DEG C and filling dioxy Changing and be acidified to the pH value of sewage to 3 under the sealed environment of carbon, macromole persistent organic pollutants are transformed into that little molecule is degradable to be had Organic pollutants;
S3. initial filter: the sewage after acidifying flows to preliminary filter, cobble, meter Shi, the mixture of fine sand, institute are filled in described preliminary filter State cobble, meter Shi, the weight ratio of fine sand are 5:3:1, the fine particulate material in preliminary filter removes sewage, and water outlet flows into many In level comprehensive organism filter tank;
S4. anaerobic-aerobic multistep treatment: multistage comprehensive organism filter tank is made up of 2 anaerobic ponds and 1 Aerobic Pond interval, initial filter After sewage through anaerobic-aerobic alternate treatment, water outlet flows into whole filter tank;
S5. filter eventually: whole filter tank is filled with the mixture of cobble, meter Shi, fine sand, described cobble, meter Shi, the weight ratio of fine sand For 1:3:5, whole filter tank retains the aging biomembrane come off, and water outlet flows into inspection pond;
S6. inspection: in inspection pond, cultivation has water plant, water plant is emergent aquactic plant, floatingleaved plant and submerged plant composition, Emergent aquactic plant is Rhizoma Acori Graminei, Mugil cephalus grass and Rhizoma Alismatis, floatingleaved plant Herba Spirodelae grass and floating heart, submerged plant hydrilla verticillata, hornwort and hardship Grass, when aquatic plants growth health can water outlet, be the sewage after process.
Embodiment 2: a kind of method that domestic sewage in rural areas unpowered biological processes, it comprises the following steps:
S1. retain: collect domestic sewage in rural areas, retain through mechanical grille, remove the bulky grain pollutant in sewage and floating thing, Waste water enters acidifying regulating reservoir;
S2. acidifying: have anaerobic acid-production microorganism in acidifying regulating reservoir, keeps the temperature of acidifying regulating reservoir to be 45 DEG C and filling dioxy Changing and be acidified to the pH value of sewage to 3~4 under the sealed environment of carbon, macromole persistent organic pollutants are transformed into little molecule and easily drop Solve organic pollution;
S3. initial filter: the sewage after acidifying flows to preliminary filter, cobble, meter Shi, the mixture of fine sand, institute are filled in described preliminary filter State cobble, meter Shi, the weight ratio of fine sand are 8:5:1, the fine particulate material in preliminary filter removes sewage, and water outlet flows into many In level comprehensive organism filter tank;
S4. anaerobic-aerobic multistep treatment: multistage comprehensive organism filter tank is made up of 3 anaerobic ponds and 2 Aerobic Pond intervals, initial filter After sewage through anaerobic-aerobic alternate treatment, water outlet flows into whole filter tank;
S5. filter eventually: whole filter tank is filled with the mixture of cobble, meter Shi, fine sand, described cobble, meter Shi, the weight ratio of fine sand For 1:5:8, whole filter tank retains the aging biomembrane come off, and water outlet flows into inspection pond;
S6. inspection: in inspection pond, cultivation has water plant, water plant is emergent aquactic plant, floatingleaved plant and submerged plant composition, Emergent aquactic plant is Rhizoma Acori Graminei, Mugil cephalus grass and Rhizoma Alismatis, floatingleaved plant Herba Spirodelae grass and floating heart, submerged plant hydrilla verticillata, hornwort and hardship Grass, when aquatic plants growth health can water outlet, be the sewage after process.
Embodiment 3: a kind of method that domestic sewage in rural areas unpowered biological processes, it comprises the following steps:
S1. retain: collect domestic sewage in rural areas, retain through mechanical grille, remove the bulky grain pollutant in sewage and floating thing, Waste water enters acidifying regulating reservoir;
S2. acidifying: have anaerobic acid-production microorganism in acidifying regulating reservoir, keeps the temperature of acidifying regulating reservoir to be 38 DEG C and filling dioxy Changing and be acidified to the pH value of sewage to 3.5 under the sealed environment of carbon, it is degradable that macromole persistent organic pollutants are transformed into little molecule Organic pollution;
S3. initial filter: the sewage after acidifying flows to preliminary filter, cobble, meter Shi, the mixture of fine sand, institute are filled in described preliminary filter State cobble, meter Shi, the weight ratio of fine sand are 6:3.5:1, the fine particulate material in preliminary filter removes sewage, and water outlet flows into In multistage comprehensive organism filter tank;
S4. anaerobic-aerobic multistep treatment: multistage comprehensive organism filter tank is made up of 2 anaerobic ponds and 1 Aerobic Pond interval, initial filter After sewage through anaerobic-aerobic alternate treatment, water outlet flows into whole filter tank;
S5. filter eventually: whole filter tank is filled with the mixture of cobble, meter Shi, fine sand, described cobble, meter Shi, the weight ratio of fine sand For 1:4:6, whole filter tank retains the aging biomembrane come off, and water outlet flows into inspection pond;
S6. inspection: in inspection pond, cultivation has water plant, water plant is emergent aquactic plant, floatingleaved plant and submerged plant composition, Emergent aquactic plant is Rhizoma Acori Graminei, Mugil cephalus grass and Rhizoma Alismatis, floatingleaved plant Herba Spirodelae grass and floating heart, submerged plant hydrilla verticillata, hornwort and hardship Grass, when aquatic plants growth health can water outlet, be the sewage after process.
Embodiment 4: a kind of method that domestic sewage in rural areas unpowered biological processes, it comprises the following steps:
S1. retain: collect domestic sewage in rural areas, retain through mechanical grille, remove the bulky grain pollutant in sewage and floating thing, Waste water enters acidifying regulating reservoir;
S2. acidifying: have anaerobic acid-production microorganism in acidifying regulating reservoir, keeps the temperature of acidifying regulating reservoir to be 42 DEG C and filling dioxy Changing and be acidified to the pH value of sewage to 4 under the sealed environment of carbon, macromole persistent organic pollutants are transformed into that little molecule is degradable to be had Organic pollutants;
S3. initial filter: the sewage after acidifying flows to preliminary filter, cobble, meter Shi, the mixture of fine sand, institute are filled in described preliminary filter State cobble, meter Shi, the weight ratio of fine sand are 7:4:1, the fine particulate material in preliminary filter removes sewage, and water outlet flows into many In level comprehensive organism filter tank;
S4. anaerobic-aerobic multistep treatment: multistage comprehensive organism filter tank is made up of 2 anaerobic ponds and 3 Aerobic Pond intervals, initial filter After sewage through anaerobic-aerobic alternate treatment, water outlet flows into whole filter tank;
S5. filter eventually: whole filter tank is filled with the mixture of cobble, meter Shi, fine sand, described cobble, meter Shi, the weight ratio of fine sand For 1:4.5:7, whole filter tank retains the aging biomembrane come off, and water outlet flows into inspection pond;
S6. inspection: in inspection pond, cultivation has water plant, water plant is emergent aquactic plant, floatingleaved plant and submerged plant composition, Emergent aquactic plant is Rhizoma Acori Graminei, Mugil cephalus grass and Rhizoma Alismatis, floatingleaved plant Herba Spirodelae grass and floating heart, submerged plant hydrilla verticillata, hornwort and hardship Grass, when aquatic plants growth health can water outlet, be the sewage after process.

Claims (6)

1. the method that a domestic sewage in rural areas unpowered biological processes, it is characterised in that it comprises the following steps:
S1. retaining: collect domestic sewage in rural areas, retain through mechanical grille, remove the bulky grain pollutant in sewage and floating thing, waste water enters acidifying regulating reservoir;
S2. acidifying: have anaerobic acid-production microorganism in acidifying regulating reservoir, the temperature keeping acidifying regulating reservoir is 35~45 DEG C and is acidified to the pH value of sewage under aerated sealed environment to 3~4, and macromole persistent organic pollutants are transformed into the degradable organic pollution of little molecule;
S3. initial filter: the sewage after acidifying flows to preliminary filter, cobble, meter Shi, the mixture of fine sand are filled in described preliminary filter, described cobble, meter Shi, the weight ratio of fine sand are 5~8:3~5:1, the fine particulate material in preliminary filter removes sewage, and water outlet flows in multistage comprehensive organism filter tank;
S4. anaerobic-aerobic multistep treatment: multistage comprehensive organism filter tank is made up of anaerobic pond and aerobic cell compartment, the sewage after initial filter is through anaerobic-aerobic alternate treatment, and water outlet flows into whole filter tank;
S5. filter eventually: whole filter tank is filled with the mixture of cobble, meter Shi, fine sand, and described cobble, meter Shi, the weight ratio of fine sand are 1:3~5:5~8, whole filter tank retains the aging biomembrane come off, and water outlet flows into inspection pond;
S6. inspection: inspection pond in cultivation have water plant, when aquatic plants growth health can water outlet, be the sewage after process.
The method that a kind of domestic sewage in rural areas unpowered biological the most as claimed in claim 1 processes, it is characterised in that the quantity of anaerobic pond described in step S4 and Aerobic Pond is respectively 1~3.
The method that a kind of domestic sewage in rural areas unpowered biological the most as claimed in claim 1 processes, it is characterised in that water plant described in step S6 is emergent aquactic plant, floatingleaved plant and submerged plant composition.
The method that a kind of domestic sewage in rural areas unpowered biological the most as claimed in claim 3 processes, it is characterised in that described emergent aquactic plant is Rhizoma Acori Graminei, Mugil cephalus grass and Rhizoma Alismatis.
The method that a kind of domestic sewage in rural areas unpowered biological the most as claimed in claim 3 processes, it is characterised in that described floatingleaved plant Herba Spirodelae grass and floating heart.
The method that a kind of domestic sewage in rural areas unpowered biological the most as claimed in claim 3 processes, it is characterised in that described submerged plant hydrilla verticillata, hornwort and Herba vallisneriae Spiralis.
CN201610289305.8A 2016-05-04 2016-05-04 Method for unpowered biological treatment of rural domestic sewage Pending CN105923893A (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101269902A (en) * 2008-04-01 2008-09-24 总装备部工程设计研究总院 Purification method for wastewater of ammunition disassembly
CN201301254Y (en) * 2008-12-05 2009-09-02 于如龙 Buried type oligodynamic sewage treatment device
CN103332788A (en) * 2013-07-19 2013-10-02 环境保护部南京环境科学研究所 Multi-stage anaerobic-aerobic combined nitrogen and phosphorus removing device and method for rural domestic sewage

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101269902A (en) * 2008-04-01 2008-09-24 总装备部工程设计研究总院 Purification method for wastewater of ammunition disassembly
CN201301254Y (en) * 2008-12-05 2009-09-02 于如龙 Buried type oligodynamic sewage treatment device
CN103332788A (en) * 2013-07-19 2013-10-02 环境保护部南京环境科学研究所 Multi-stage anaerobic-aerobic combined nitrogen and phosphorus removing device and method for rural domestic sewage

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Application publication date: 20160907

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