CN107814439A - A kind of new rural village domestic sewage denitrifying-dephosphorizing purifies wet land system - Google Patents

A kind of new rural village domestic sewage denitrifying-dephosphorizing purifies wet land system Download PDF

Info

Publication number
CN107814439A
CN107814439A CN201711342876.4A CN201711342876A CN107814439A CN 107814439 A CN107814439 A CN 107814439A CN 201711342876 A CN201711342876 A CN 201711342876A CN 107814439 A CN107814439 A CN 107814439A
Authority
CN
China
Prior art keywords
tank
flow chamber
carrier flow
area
gas stripping
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.)
Granted
Application number
CN201711342876.4A
Other languages
Chinese (zh)
Other versions
CN107814439B (en
Inventor
凌建军
邓光华
邵飞
王治政
姜宇辰
范旭
朱文雅
董晓柯
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.)
JIANGSU LINGZHI ENVIRONMENTAL PROTECTION ENGINEERING Co Ltd
LINGZHI ENVIRONMENTAL PROTECTION CO Ltd
Original Assignee
JIANGSU LINGZHI ENVIRONMENTAL PROTECTION ENGINEERING Co Ltd
LINGZHI ENVIRONMENTAL PROTECTION 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 JIANGSU LINGZHI ENVIRONMENTAL PROTECTION ENGINEERING Co Ltd, LINGZHI ENVIRONMENTAL PROTECTION CO Ltd filed Critical JIANGSU LINGZHI ENVIRONMENTAL PROTECTION ENGINEERING Co Ltd
Priority to CN201711342876.4A priority Critical patent/CN107814439B/en
Publication of CN107814439A publication Critical patent/CN107814439A/en
Application granted granted Critical
Publication of CN107814439B publication Critical patent/CN107814439B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/02Biological treatment
    • C02F11/04Anaerobic treatment; Production of methane by such 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
    • C02F3/308Biological phosphorus removal
    • 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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/105Phosphorus compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/16Nitrogen compounds, e.g. ammonia
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/04Disinfection
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Molecular Biology (AREA)
  • Health & Medical Sciences (AREA)
  • Biotechnology (AREA)
  • Botany (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Treatment Of Biological Wastes In General (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

A kind of new rural village domestic sewage denitrifying-dephosphorizing purifies wet land system, including domestic sewage in rural areas householder, the gas stripping type septic tank of connection corresponding with domestic sewage in rural areas householder's sewage pipe and the outlet pipe being connected with gas stripping type septic tank, each domestic sewage in rural areas householder one gas stripping type septic tank of corresponding connection, integrated purification tank is had additional after gas stripping type septic tank, all gas stripping type septic tanks, which are connected in parallel and uniformly collected, is connected to an integrated purification tank, integrated purification tank connects outlet pipe, outlet pipe connects artificial swamp, integrated purification tank is provided with reflux line connection gas stripping type septic tank, realize multistage Biochemical Treatment;Keep higher activated sludge concentration;Purification tank is without blocking;Realize that scattered household sewage everywhere is collected to collect, be jointly processed by;Sewage disposal has reached total nitrogen total phosphorus one-level A effect;Nitrification, denitrification are synchronously realized using aerobic activated sludge particles, and utilizes artificial swamp, without manually being reprocessed to draining.

Description

A kind of new rural village domestic sewage denitrifying-dephosphorizing purifies wet land system
Technical field
The invention belongs to sewage disposal, environmental protection technical field, especially to conventional septic tanks in rural sewage treatment, The process modification upgrading of modified form gas stripping type septic tank, integrated purification tank combination application.
Background technology
Now, as life in the countryside pollution is increasingly serious, rural sewage treatment is extremely urgent.Wherein conventional design Two grid septic tanks or three-grid septic tank are can be generally divided into, conventional septic tank there are many drawbacks, and new rural village is using conventional During cesspool sewage processing, after pipeline aging blocks, activated sludge will be unable to supply crops use, in the feelings of pipeline communication Under condition, two grid septic tanks or three-grid septic tank that routinely use, the effect of denitrogenation dephosphorizing is not played yet, but is expelled directly out, So as to cause the pollution of river.
In addition, traditional simple septic tank treatment technology, easily produces blocking so that be unable to reach total nitrogen total phosphorus one-level A Effect, this also brings many difficulties for New Chinese Rural environmental pollution improvement.
The content of the invention
In view of the deficiencies of the prior art, the present invention provides one kind realizes multistage Biochemical Treatment;Keep higher activity Sludge concentration;Purification tank is without blocking;Realize that scattered household sewage everywhere is collected to collect, be jointly processed by;Sewage disposal reaches Total nitrogen total phosphorus one-level A effect;Nitrification, denitrification are synchronously realized using aerobic activated sludge particles, and using manually Wetland, the new rural village domestic sewage denitrifying-dephosphorizing without manually being reprocessed to draining purify wet land system.
To realize the object of the invention, there is provided following technical scheme:A kind of new rural village domestic sewage denitrifying-dephosphorizing purification is wet Ground system, including domestic sewage in rural areas householder, connection corresponding with domestic sewage in rural areas householder's sewage pipe gas stripping type septic tank with And the outlet pipe being connected with gas stripping type septic tank, it is characterised in that each domestic sewage in rural areas householder one gas stripping type of corresponding connection Septic tank, integrated purification tank is had additional after gas stripping type septic tank, all gas stripping type septic tanks are connected in parallel and uniformly collect company An integrated purification tank, integrated purification tank connection outlet pipe are connected to, outlet pipe connects artificial swamp, and integrated purification tank is set Reflux line connection gas stripping type septic tank is equipped with, integrated purification tank includes horizontal type shell, is opened in nearly top on the left of horizontal type shell The inflow entrance at end, the weif orifice on nearly top on the right side of horizontal type shell, the main dividing plate being arranged in horizontal type shell are opened in, main dividing plate will Horizontal type shell is divided into two chambers from left to right, and left chamber is anaerobic zone, and right chamber room is aerobic zone, it is characterised in that in left chamber Including being arranged at nearly top solid-liquid separation tank, its complementary space forms sludge storage and stays groove, and solid-liquid separation tank includes the open groove in top Body, the No.1 overfall for being arranged at the nearly top of cell body, the mud mouth for being opened in the nearly bottom of cell body, be provided with cell body first every Cell body is separated into the area of separation of solid and liquid one, the area of separation of solid and liquid two and the area of separation of solid and liquid three by plate, second partition from left to right, the First, No. two overfalls for connecting adjacent area, No. three overfalls are offered on two dividing plates, inflow entrance connects with a fixedly separated area It is logical;Three chambers of upper, middle and lower, respectively carrier flow chamber, slow carrier stream are separated into by third and fourth dividing plate in the right chamber body Room, stillpot are moved, disinfection trough is provided with the nearly weif orifice of right chamber body, water inlet is provided with disinfection trough cell body and is closely pushed up with stillpot End connection, weif orifice connect with disinfection trough, and the 3rd nearly top of dividing plate, which is provided with, connects carrier flow chamber, slow carrier flow chamber No. four overfalls, the 4th dividing plate bottom and horizontal type shell are arranged at intervals the water of crossing formed between slow carrier flow chamber, stillpot and led to Road;The nearly top in the area of separation of solid and liquid three sets delivery port to connect carrier flow chamber, and carrier flow chamber and sludge storage are set between staying groove Have a quantitative air lift water feed apparatus, in denitrification device and slow carrier flow chamber between be provided with adjustable stripping reflux device, carry on a shoulder pole Body flow chamber is provided with aerobic aeration device with slow carrier flow chamber.
Preferably, denitrification device is provided with the area of separation of solid and liquid one to be included being placed in the area of separation of solid and liquid one entering water Groove, the loading pipe with entering tank connection and the outlet pipe being connected with filler pipe end, loading pipe pass from the area of separation of solid and liquid one Stretching into sludge storage and stay the nearly bottom of groove, outlet pipe is vertically arranged with loading pipe, and multiple delivery ports are uniformly offered on water outlet tube wall, Filler is provided with loading pipe.
Preferably, adjustable mixed liquor stripping reflux device is provided between denitrification device and slow carrier flow chamber, Adjustable mixed liquor stripping reflux device includes flow control valve, stretches into the mixed liquor air lift master of the slow nearly bottom of carrier flow chamber Pipe, the return duct connected with mixed liquor air lift supervisor, reflux line are communicated to denitrification device and enter tank, return duct top tube wall Offer observation panel.
Preferably, disinfection trough includes seal casinghousing, the disinfection tablet quantitative feeder being installed in seal casinghousing.
To realize the object of the invention, there is provided another technical solution:A kind of new rural village domestic sewage denitrifying-dephosphorizing purification Wet land system, including domestic sewage in rural areas householder, the gas stripping type septic tank of connection corresponding with domestic sewage in rural areas householder's sewage pipe And the outlet pipe being connected with gas stripping type septic tank, it is characterised in that the corresponding one of connection one of each domestic sewage in rural areas householder Change purification tank, have additional gas stripping type septic tank after integrated purification tank, all integrated purification tanks are connected in parallel and uniformly collected It is connected to a gas stripping type septic tank, gas stripping type septic tank connection outlet pipe, outlet pipe connection artificial swamp, gas stripping type septic tank Reflux line connecting integration purification tank is provided with, integrated purification tank includes horizontal type shell, is opened on the left of horizontal type shell closely The inflow entrance on top, it is opened in the weif orifice on nearly top on the right side of horizontal type shell, the main dividing plate being arranged in horizontal type shell, main dividing plate Horizontal type shell is divided into two chambers from left to right, left chamber is anaerobic zone, and right chamber room is aerobic zone, it is characterised in that left chamber Interior including being arranged at nearly top solid-liquid separation tank, its complementary space forms sludge storage and stays groove, and it is open that solid-liquid separation tank includes top Cell body, the No.1 overfall for being arranged at the nearly top of cell body, the mud mouth for being opened in the nearly bottom of cell body, be provided with cell body first every Cell body is separated into the area of separation of solid and liquid one, the area of separation of solid and liquid two and the area of separation of solid and liquid three by plate, second partition from left to right, the First, No. two overfalls for connecting adjacent area, No. three overfalls are offered on two dividing plates, inflow entrance connects with a fixedly separated area It is logical;Three chambers of upper, middle and lower, respectively carrier flow chamber, slow carrier stream are separated into by third and fourth dividing plate in the right chamber body Room, stillpot are moved, disinfection trough is provided with the nearly weif orifice of right chamber body, water inlet is provided with disinfection trough cell body and is closely pushed up with stillpot End connection, weif orifice connect with disinfection trough, and the 3rd nearly top of dividing plate, which is provided with, connects carrier flow chamber, slow carrier flow chamber No. four overfalls, the 4th dividing plate bottom and horizontal type shell are arranged at intervals the water of crossing formed between slow carrier flow chamber, stillpot and led to Road;The nearly top in the area of separation of solid and liquid three sets delivery port to connect carrier flow chamber, and carrier flow chamber and sludge storage are set between staying groove Have a quantitative air lift water feed apparatus, in denitrification device and slow carrier flow chamber between be provided with adjustable stripping reflux device, carry on a shoulder pole Body flow chamber is provided with aerobic aeration device with slow carrier flow chamber.
Preferably, denitrification device is provided with the area of separation of solid and liquid one to be included being placed in the area of separation of solid and liquid one entering water Groove, the loading pipe with entering tank connection and the outlet pipe being connected with filler pipe end, loading pipe pass from the area of separation of solid and liquid one Stretching into sludge storage and stay the nearly bottom of groove, outlet pipe is vertically arranged with loading pipe, and multiple delivery ports are uniformly offered on water outlet tube wall, Filler is provided with loading pipe.
Preferably, adjustable mixed liquor stripping reflux device is provided between denitrification device and slow carrier flow chamber, Adjustable mixed liquor stripping reflux device includes flow control valve, stretches into the mixed liquor air lift master of the slow nearly bottom of carrier flow chamber Pipe, the return duct connected with mixed liquor air lift supervisor, reflux line are communicated to denitrification device and enter tank, return duct top tube wall Offer observation panel.
Preferably, disinfection trough includes seal casinghousing, the disinfection tablet quantitative feeder being installed in seal casinghousing.
Beneficial effect of the present invention:There is a special gas stripping type septic tank in each household family of the present invention, by pipeline and respectively Self-corresponding family's connection, each gas stripping type septic tank are separate.Dirt after the processing of the invention by each gas stripping type septic tank Mud is connected in an integrated purification tank by circular or rectangular duct, is uniformly processed in purification tank, has in purification tank Anaerobic zone, aerobic zone, aeration zone, recirculating zone, they are combined, and overcome the weak point of existing process, are realized Two sections of Biochemical Treatments;Maintain higher activated sludge concentration;Purification tank is without blocking;Realize that scattered family everywhere is dirty Water, which is collected, to collect, and is jointly processed by;Disposal ability has reached total nitrogen total phosphorus one-level A effect;It is same using aerobic activated sludge particles Step realizes nitrification, denitrification.Or by integrated purification tank and gas stripping type septic tank location swap, it can also obtain above-mentioned effect Fruit.
Brief description of the drawings
Fig. 1 is the system schematic of the embodiment of the present invention 1.
Fig. 2 is Fig. 1 modified form gas stripping type digestion tank structure schematic diagram.
Fig. 3 is that mixed liquor air-lift device, air lift go out excrement apparatus structure schematic diagram automatically in Fig. 2.
Fig. 4 is rotatable flow regulator structural representation in Fig. 2.
Fig. 5 is purification tank front view in Fig. 1.
Fig. 6 is Fig. 5 top view.
Fig. 7 is Fig. 6 A-A sectional views.
Fig. 8 is the denitrification device structure diagram in Fig. 5.
Fig. 9 is Fig. 8 denitrification device top view.
Figure 10 is blower fan and air-lift device and aeration zone attachment structure sketch in Fig. 6.
Figure 11 is the system schematic of the embodiment of the present invention 2.
Figure 12 is the modified form gas stripping type septic tank schematic diagram of embodiment 3.
Embodiment
Embodiment 1:A kind of new rural village domestic sewage denitrifying-dephosphorizing purification wet land system, including domestic sewage in rural areas householder 1, The gas stripping type septic tank 4 of connection corresponding with the sewage pipe of domestic sewage in rural areas householder 1 and the water outlet being connected with gas stripping type septic tank 4 Pipe, each domestic sewage in rural areas householder 1 is corresponding to connect a gas stripping type septic tank 4, and integration is had additional after gas stripping type septic tank 4 Purification tank 3, all gas stripping type septic tanks 4, which are connected in parallel and uniformly collected, is connected to an integrated purification tank 3, integrated purifying Groove 3 connects outlet pipe, outlet pipe connection artificial swamp 2, and integrated purification tank 3 is provided with reflux line connection gas stripping type septic tank 4。
Gas stripping type septic tank 4, including horizontal type shell 4.1, be opened in the water inlet 4.1.1 of the left end of horizontal type shell 4.1, open up Delivery port 4.1.2 in the right-hand member of horizontal type shell 4.1, two pieces of main dividing plates 4.2 being arranged in horizontal type shell 4.1, two pieces of main dividing plates Horizontal type shell 4.1 is separated into three sealed chambers by 4.2 from left to right, is respectively constituted anaerobic zone 4.3, aerobic zone 4.4 and is sunk Shallow lake area 4.5, two pieces of main 4.2 nearly tops of dividing plate offer feces port 4.2.1, the equal position of water inlet 4.1.1 and delivery port 4.1.2 Air lift is provided with 4.1 nearly top of horizontal type shell, in anaerobic zone 4.3 and goes out excrement device 4.6 automatically, is provided with aerobic zone 4.4 mixed Liquid air-lift device 4.7 is closed, the air lift goes out excrement device 4.6, mixed liquor air-lift device 4.7 by the first air lift pipeline automatically 4.8th, the inlet scoop of 4.9 connecting fan of the second air lift pipeline 4.10, the air outlet of blower fan 4.10 connect aerobic zone 4.4 by aerated conduit The aerator 4.11 of bottom, air lift go out automatically excrement device 4.6 include stretch into 4.3 nearly bottom of anaerobic zone carry excrement supervisor 4.6.1, Rotatable flow regulator 4.11, the nightsoil discharging pipe 4.12 with rotatable flow regulator 4.11, nightsoil discharging pipe are connected with carrying excrement supervisor 4.6.1 4.12 connection night-soil collecting buckets 4.13;Mixed liquor air-lift device 4.7 includes stretching into the mixed liquor air lift supervisor of 4.4 nearly bottom of aerobic zone 4.7.1, it is connected rotatable flow regulator 4.11 with mixed liquor air lift supervisor 4.7.1, is connected with rotatable flow regulator 4.11 Reflux line 4.7.2, reflux line 4.7.2 are stretched into anaerobic zone 4.3 and are offered refluxing opening 4.7.2.1, connect anaerobic zone 4.3, sewage backflow in aerobic zone 4.4 is entered the progress of anaerobic zone 4.3 denitrification, the first air lift pipeline 4.8, the second stripping tube Road 4.9 be provided with vertical section be coaxially inserted in carry excrement supervisor 4.6.1, mixed liquor air lift supervisor 4.7.1 in.
Integrated purification tank 3, including horizontal type shell 3.1, the inflow entrance for being opened in the nearly top in the left side of horizontal type shell 3.1 3.1.1 weif orifice 3.1.2, the main dividing plate being arranged in horizontal type shell 3.1 on the nearly top in the right side of horizontal type shell 3.1, are opened in 3.2, horizontal type shell 3.1 is divided into two chambers by main dividing plate 3.2 from left to right, and left chamber 3.3 is anaerobic zone, and right chamber room 3.4 is Aerobic zone, left chamber 3.3 is interior to be included being arranged at nearly top solid-liquid separation tank 3.5, and its complementary space forms sludge storage and stays groove 3.6, Gu Liquid separating tank 3.5 includes the open cell body 3.5.1 in top, is arranged at the No.1 overfall 3.5.2 on the nearly tops of cell body 3.5.1, opens First partition 3.3.1, second partition 3.3.2 are provided with mud mouth 3.5.3 located at the nearly bottoms of cell body 3.5.1, cell body 3.5.1 Cell body 3.5.1 is separated into the area 3.7 of separation of solid and liquid one, the area 3.8 of separation of solid and liquid two and the area 3.9 of separation of solid and liquid three from left to right, First and second dividing plate(3.3.1、3.3.2)On offer make adjacent area connect No. two overfall 3.3.1.1, No. three overfalls 3.3.2.1, inflow entrance 3.1.1 connects with a fixedly separated area 3.7;Pass through third and fourth dividing plate in the right chamber body 3.4 (3.4.1、3.4.2)It is separated into three chambers of upper, middle and lower, respectively carrier flow chamber 3.10, slow carrier flow chamber 3.11, precipitation Groove 3.12, disinfection trough 3.13 is provided with the nearly weif orifice 3.1.2 of right chamber body 3.4, water inlet is provided with the cell body of disinfection trough 3.13 3.13.3 connected with 3.12 nearly top of stillpot(That is the common wall of disinfection trough and stillpot offers water inlet), weif orifice 3.1.2 connected with disinfection trough 3.13, the 3rd nearly tops of dividing plate 3.4.1, which are provided with, makes carrier flow chamber 3.10, slow carrier flow chamber No. four overfall 3.4.1.1 of 3.11 connections, the 4th dividing plate 3.4.2 bottoms are arranged at intervals with horizontal type shell 3.1 forms slow carrier Water passage 3.14 between flow chamber 3.11, stillpot 3.12;3rd area of separation of solid and liquid, 3.9 nearly top sets delivery port 3.9.1 Connect carrier flow chamber 3.10(Delivery port 3.9.1 is offered on both shared main dividing plates 3.2), carrier flow chamber 3.10 with Sludge storage is provided with quantitative air lift water feed apparatus 3.15 between staying groove 3.6, and quantitative air lift water feed apparatus 3.15 includes flow and controlled Valve 3.15.1, the mixed liquor air lift water inlet supervisor 3.15.2 that sludge storage stays 3.6 nearly bottom of groove is stretched into, intake and lead with mixed liquor air lift The outlet pipe 3.15.3 of pipe 3.15.2 connections, outlet pipe 3.15.3 connection carrier flow chamber 3.10.
Denitrification device 3.16 is provided with the area 3.7 of separation of solid and liquid one to be included being placed in the area 3.7 of separation of solid and liquid one entering water Groove 3.16.1, the loading pipe 3.16.2 with entering tank 3.16.1 connections and the outlet pipe being connected with loading pipe 3.16.2 ends 3.16.3, loading pipe 3.16.2 passes from the area 3.7 of separation of solid and liquid one stretches into sludge storage and stays 3.6 nearly bottom of groove, outlet pipe 3.16.3 It is vertically arranged with loading pipe 3.16.2, multiple delivery port 3.16.4, loading pipe is uniformly offered on outlet pipe 3.16.3 tube walls 3.16.2 inside it is provided with filler 3.16.5.
Adjustable mixed liquor stripping reflux device is provided between denitrification device 3.16 and slow carrier flow chamber 3.11 3.17, adjustable mixed liquor stripping reflux device 3.17 includes flow control valve 3.17.1, to stretch into slow carrier flow chamber 3.11 near The mixed liquor air lift supervisor 3.17.2 of bottom, the return duct 3.17.3 connected with mixed liquor air lift supervisor 3.17.2, return duct 3.17.3 being communicated to denitrification device enters tank 3.16.1, return duct 3.17.3 tops tube wall offers observation panel.
The mixed liquor air lift supervisor of quantitative air lift water feed apparatus 3.15, adjustable mixed liquor stripping reflux device 3.17 (3.15.2、3.17.2)Inside it is provided with pipeline connecting fan 3.18.
The bottom of carrier flow chamber 3.11 of easing up of carrier flow chamber 3.10 is provided with aerobic aeration device, two aerobic aerations Device aeration quantity is controlled by a bidirectional control valve.The connecting fan of aerated conduit 3.19 of aerobic aeration device.
Disinfection trough 3.13 includes seal casinghousing 3.13.1, the disinfection tablet being installed in seal casinghousing 3.13.1 quantitatively adds dress Put 3.13.2.
Embodiment 2:A kind of new rural village domestic sewage denitrifying-dephosphorizing purification wet land system, including domestic sewage in rural areas householder 1, The gas stripping type septic tank 4 of connection corresponding with the sewage pipe of domestic sewage in rural areas householder 1 and the water outlet being connected with gas stripping type septic tank 4 Pipe, each domestic sewage in rural areas householder 1 is corresponding to connect an integrated purification tank 3, and gas stripping type is had additional after integrated purification tank 3 Septic tank 4, all integrated purification tanks 3, which are connected in parallel and uniformly collected, is connected to a gas stripping type septic tank 4, gas stripping type excrement Pond 4 connects outlet pipe, outlet pipe connection artificial swamp 2, and gas stripping type septic tank 4 is provided with reflux line connecting integration purification tank 3, gas stripping type septic tank 4, including horizontal type shell 4.1, be opened in the water inlet 4.1.1 of the left end of horizontal type shell 4.1, be opened in it is horizontal The delivery port 4.1.2 of the right-hand member of housing 4.1, the main dividing plate 4.2 of two pieces be arranged in horizontal type shell 4.1, two pieces of main dividing plates 4.2 will be sleeping Sandwich type element 4.1 is separated into three sealed chambers from left to right, respectively constitutes anaerobic zone 4.3, aerobic zone 4.4 and settling zone 4.5, Two pieces of main 4.2 nearly tops of dividing plate offer feces port 4.2.1, the water inlet 4.1.1 and delivery port 4.1.2 and are respectively positioned on horizontal shell 4.1 nearly top of body, air lift is provided with anaerobic zone 4.3 and goes out excrement device 4.6 automatically, mixed liquor air lift is provided with aerobic zone 4.4 Device 4.7, the air lift go out excrement device 4.6, mixed liquor air-lift device 4.7 by the first air lift pipeline 4.8, the second gas automatically The inlet scoop of 4.9 connecting fan of pipeline 4.10 is carried, the air outlet of blower fan 4.10 connects the aeration of the bottom of aerobic zone 4.4 by aerated conduit Device 4.11, air lift goes out excrement device 4.6 automatically to be included stretching into carrying excrement supervisor 4.6.1, being responsible for carrying excrement for 4.3 nearly bottom of anaerobic zone 4.6.1 rotatable flow regulator 4.11, the nightsoil discharging pipe 4.12 with rotatable flow regulator 4.11, the connection collection of nightsoil discharging pipe 4.12 are connected Manure bucket 4.13;The mixed liquor air lift that mixed liquor air-lift device 4.7 includes stretching into 4.4 nearly bottom of aerobic zone is responsible for 4.7.1, with mixing Liquid air lift supervisor's 4.7.1 connections rotatable flow regulator 4.11, the reflux line being connected with rotatable flow regulator 4.11 4.7.2, reflux line 4.7.2 is stretched into anaerobic zone 4.3 and is offered refluxing opening 4.7.2.1, is connected anaerobic zone 4.3, is made aerobic Sewage backflow enters the progress of anaerobic zone 4.3 denitrification in area 4.4, and the first air lift pipeline 4.8, the second air lift pipeline 4.9 are all provided with Be equipped with vertical section be coaxially inserted in carry excrement supervisor 4.6.1, mixed liquor air lift supervisor 4.7.1 in.
Integrated purification tank 3, including horizontal type shell 3.1, the inflow entrance for being opened in the nearly top in the left side of horizontal type shell 3.1 3.1.1 weif orifice 3.1.2, the main dividing plate being arranged in horizontal type shell 3.1 on the nearly top in the right side of horizontal type shell 3.1, are opened in 3.2, horizontal type shell 3.1 is divided into two chambers by main dividing plate 3.2 from left to right, and left chamber 3.3 is anaerobic zone, and right chamber room 3.4 is Aerobic zone, left chamber 3.3 is interior to be included being arranged at nearly top solid-liquid separation tank 3.5, and its complementary space forms sludge storage and stays groove 3.6, Gu Liquid separating tank 3.5 includes the open cell body 3.5.1 in top, is arranged at the No.1 overfall 3.5.2 on the nearly tops of cell body 3.5.1, opens First partition 3.3.1, second partition 3.3.2 are provided with mud mouth 3.5.3 located at the nearly bottoms of cell body 3.5.1, cell body 3.5.1 Cell body 3.5.1 is separated into the area 3.7 of separation of solid and liquid one, the area 3.8 of separation of solid and liquid two and the area 3.9 of separation of solid and liquid three from left to right, First and second dividing plate(3.3.1、3.3.2)On offer make adjacent area connect No. two overfall 3.3.1.1, No. three overfalls 3.3.2.1, inflow entrance 3.1.1 connects with a fixedly separated area 3.7;Pass through third and fourth dividing plate in the right chamber body 3.4 (3.4.1、3.4.2)It is separated into three chambers of upper, middle and lower, respectively carrier flow chamber 3.10, slow carrier flow chamber 3.11, precipitation Groove 3.12, disinfection trough 3.13 is provided with the nearly weif orifice 3.1.2 of right chamber body 3.4, water inlet is provided with the cell body of disinfection trough 3.13 3.13.3 connected with 3.12 nearly top of stillpot(That is the common wall of disinfection trough and stillpot offers water inlet), weif orifice 3.1.2 connected with disinfection trough 3.13, the 3rd nearly tops of dividing plate 3.4.1, which are provided with, makes carrier flow chamber 3.10, slow carrier flow chamber No. four overfall 3.4.1.1 of 3.11 connections, the 4th dividing plate 3.4.2 bottoms are arranged at intervals with horizontal type shell 3.1 forms slow carrier Water passage 3.14 between flow chamber 3.11, stillpot 3.12;3rd area of separation of solid and liquid, 3.9 nearly top sets delivery port 3.9.1 Connect carrier flow chamber 3.10(Delivery port 3.9.1 is offered on both shared main dividing plates 3.2), carrier flow chamber 3.10 with Sludge storage is provided with quantitative air lift water feed apparatus 3.15 between staying groove 3.6, and quantitative air lift water feed apparatus 3.15 includes flow and controlled Valve 3.15.1, the mixed liquor air lift water inlet supervisor 3.15.2 that sludge storage stays 3.6 nearly bottom of groove is stretched into, intake and lead with mixed liquor air lift The outlet pipe 3.15.3 of pipe 3.15.2 connections, outlet pipe 3.15.3 connection carrier flow chamber 3.10.
Denitrification device 3.16 is provided with the area 3.7 of separation of solid and liquid one to be included being placed in the area 3.7 of separation of solid and liquid one entering water Groove 3.16.1, the loading pipe 3.16.2 with entering tank 3.16.1 connections and the outlet pipe being connected with loading pipe 3.16.2 ends 3.16.3, loading pipe 3.16.2 passes from the area 3.7 of separation of solid and liquid one stretches into sludge storage and stays 3.6 nearly bottom of groove, outlet pipe 3.16.3 It is vertically arranged with loading pipe 3.16.2, multiple delivery port 3.16.4, loading pipe is uniformly offered on outlet pipe 3.16.3 tube walls 3.16.2 inside it is provided with filler 3.16.5.
Adjustable mixed liquor stripping reflux device is provided between denitrification device 3.16 and slow carrier flow chamber 3.11 3.17, adjustable mixed liquor stripping reflux device 3.17 includes flow control valve 3.17.1, to stretch into slow carrier flow chamber 3.11 near The mixed liquor air lift supervisor 3.17.2 of bottom, the return duct 3.17.3 connected with mixed liquor air lift supervisor 3.17.2, return duct 3.17.3 it is communicated to denitrification device and enters tank 3.16.1, return duct 3.17.3 tops tube wall offers observation panel.
The mixed liquor air lift supervisor of quantitative air lift water feed apparatus 3.15, adjustable mixed liquor stripping reflux device 3.17 (3.15.2、3.17.2)Inside it is provided with pipeline connecting fan 3.18.
The bottom of carrier flow chamber 3.11 of easing up of carrier flow chamber 3.10 is provided with aerobic aeration device, two aerobic aerations Device aeration quantity is controlled by a bidirectional control valve.The connecting fan of aerated conduit 3.19 of aerobic aeration device.
Disinfection trough 3.13 includes seal casinghousing 3.13.1, the disinfection tablet being installed in seal casinghousing 3.13.1 quantitatively adds dress Put 3.13.2.
Embodiment 3:With reference to embodiment 1 or 2,1 piece of secondary dividing plate 4.14 is provided with the anaerobic zone 4.3 of gas stripping type septic tank 4, Anaerobic zone 4.3 is separated into the area 4.15 of anaerobism I, the area 4.16 of anaerobism II, nearly top offered excrement on the secondary dividing plate 4.14 Mouth 4.14.1, the air lift go out excrement device 4.6 and are arranged in the area 4.16 of anaerobism II automatically, the mixed liquor air-lift device 4.7 Reflux line 4.7.2 stretches into the area 4.15 of anaerobism I, in the area 4.16 of anaerobism II, and is provided with refluxing opening 4.7.2.1.
In above-described embodiment 1 or 2 or 3, rotatable flow regulator 4.11 includes the internal lining pipe 4.11.1 of end sealing, is placed on Revoling tube 4.11.2 on internal lining pipe 4.11.1, the jointing 4.11.3 for being arranged at internal lining pipe 4.11.1 bottoms,(Connection connects Head can use anchor ear)Internal lining pipe 4.11.1 side walls offer apopore 4.11.1.1, correspondingly go out in revoling tube 4.11.2 side walls Water hole 4.11.1.1 offers adjustment hole 4.11.2.1, by rotating revoling tube 4.11.2 adjustment apertures 4.11.2.1 and water outlet Hole 4.11.1.1 registration adjusts capacity of returns.
In above-described embodiment 1 or 2 or 3, the major and minor dividing plate of gas stripping type septic tank 4(4.2、4.14)Feces port on install There is downward bend pipe, the top of anaerobic zone 4.3 offers exhaust outlet 4.3.1, and horizontal type shell top is provided with observation manhole.
In above-described embodiment 1 or 2 or 3, input has floating stuffing in aerobic zone 4.4.
In above-described embodiment 1 or 2 or 3, the assembly method of the horizontal type shell 4.1 of gas stripping type septic tank 4 is designed to concave-convex mold Assembly method or drawer type assembly method.
In above-described embodiment 1 or 2 or 3, the horizontal type shell 4.1 of gas stripping type septic tank 4 is injection molding.
In above-described embodiment 1 or 2 or 3, the horizontal type shell 4.1 of gas stripping type septic tank 4 sets gauge or float scale.
In above-described embodiment 1 or 2 or 3, the blower fan 4.10 of gas stripping type septic tank 4 passes through the first air lift pipeline 4.8, the second gas Pipe 4.9 and aerated conduit 4.11 are carried, wherein the first air lift pipeline 4.8, the inlet scoop of 4.9 connecting fan of the second stripping tube 4.10, The air outlet of 4.11 connecting fan of aerated conduit 4.10, not only realizes aerobic aeration function, can also realize mixed liquor stripping reflux, By in mixed liquor stripping reflux to reflux line 4.7.2, anaerobic zone 4.3, return duct are then back to by reflux line 4.7.2 Road 4.7.2 delivery ports are provided with rotatable flow regulator 4.11, can adjust capacity of returns, sewage is by anaerobic zone 4.3, aerobic zone Settling zone 4.5 is flowed into after 4.4 processing, quiescent setting, mud-water separation, is finally discharged sewage.
In above-described embodiment 1 or 2 or 3, the material of main dividing plate 3.2 of integrated purification tank 3 can be fiberglass.4th dividing plate 3.4.2 material can be fiberglass.The 3rd dividing plate 3.4.1 between slow carrier flow chamber 3.11 and carrier flow chamber 3.10 can be Integrated injection molding.Slow carrier flow chamber 3.11 delays carrier flow chamber 3.11 with being provided with carrier in carrier flow chamber 3.10 Interior carrier quantity is more than carrier quantity in carrier flow chamber 3.10.The horizontal type shell 3.1 of integrated purification tank 3 integrated can be noted It is moulded into type.Top of horizontal type shell 3.1 or so can respectively offer observation manhole.
Artificial swamp is the ground similar with marshland by manually building and controlling operation, and sewage, sludge are had into control Dosing on the wetland through manually building, sewage during flowing in a certain direction, mainly utilizes soil, people with sludge Work medium, plant, the physics of microorganism, chemistry, the triple synergies of biology, a kind of technology handled sewage, sludge. Its mechanism of action includes absorption, delay, filtering, redox, precipitation, microorganism decomposition, conversion, plant masking, residue product Tired, water transpiration and the effect of Nutrient Absorption and all kinds of animals.Artificial swamp is a comprehensive ecosystem.

Claims (8)

1. a kind of new rural village domestic sewage denitrifying-dephosphorizing purifies wet land system, including domestic sewage in rural areas householder and life in the countryside The gas stripping type septic tank of the corresponding connection of sewage householder sewage pipe and the outlet pipe being connected with gas stripping type septic tank, it is characterised in that Each domestic sewage in rural areas householder is corresponding to connect a gas stripping type septic tank, and integrated purifying is had additional after gas stripping type septic tank Groove, all gas stripping type septic tanks, which are connected in parallel and uniformly collected, is connected to an integrated purification tank, integrated purification tank connection Outlet pipe, outlet pipe connection artificial swamp, integrated purification tank are provided with reflux line connection gas stripping type septic tank, and integration is net Changing groove includes horizontal type shell, is opened in the inflow entrance on nearly top on the left of horizontal type shell, is opened in nearly top on the right side of horizontal type shell Horizontal type shell is divided into two chambers by weif orifice, the main dividing plate being arranged in horizontal type shell, main dividing plate from left to right, and left chamber is Anaerobic zone, right chamber room are aerobic zone, it is characterised in that include being arranged at nearly top solid-liquid separation tank in left chamber, its complementary space structure Groove is stayed into sludge storage, solid-liquid separation tank includes the open cell body in top, is arranged at the No.1 overfall on the nearly top of cell body, opens up Mud mouth in the nearly bottom of cell body, first partition, second partition are provided with cell body cell body is separated into solid-liquid point from left to right From an area, the area of separation of solid and liquid two and the area of separation of solid and liquid three, connect adjacent area No. two are offered on first and second dividing plate and are overflow Head piece, No. three overfalls, inflow entrance connect with a fixedly separated area;It is separated into the right chamber body by third and fourth dividing plate In lower three chambers, respectively carrier flow chamber, slow carrier flow chamber, stillpot, be provided with sterilization at the nearly weif orifice of right chamber body Groove, water inlet is provided with disinfection trough cell body and is connected with the nearly top of stillpot, weif orifice connects with disinfection trough, and the 3rd dividing plate closely pushes up End, which is provided with, makes carrier flow chamber, No. four overfalls of slow carrier flow chamber connection, the 4th dividing plate bottom and horizontal type shell interval The water passage for forming and delaying between carrier flow chamber, stillpot is set;The nearly top in the area of separation of solid and liquid three sets delivery port to connect load Body flow chamber, carrier flow chamber and sludge storage are provided with quantitative air lift water feed apparatus, denitrification device and slow carrier between staying groove Adjustable stripping reflux device is provided between in flow chamber, carrier flow chamber is provided with aerobic aeration with slow carrier flow chamber Device.
A kind of 2. new rural village domestic sewage denitrifying-dephosphorizing purification wet land system according to claim 1, it is characterised in that Gu Being provided with denitrification device in one area of liquid separation includes being placed in the area of separation of solid and liquid one entering tank, the filler connected with entering tank Pipe and the outlet pipe that is connected with filler pipe end, loading pipe passes from the area of separation of solid and liquid one to be stretched into sludge storage and stays the nearly bottom of groove, Outlet pipe is vertically arranged with loading pipe, and multiple delivery ports are uniformly offered on water outlet tube wall, filler is provided with loading pipe.
3. a kind of new rural village domestic sewage denitrifying-dephosphorizing purification wet land system according to claim 2, it is characterised in that anti- Adjustable mixed liquor stripping reflux device is provided between nitrification installation and slow carrier flow chamber, can adjust mixed liquor stripping reflux Device includes flow control valve, stretches into the mixed liquor air lift supervisor of the slow nearly bottom of carrier flow chamber, is responsible for and connects with mixed liquor air lift Logical return duct, reflux line are communicated to denitrification device and enter tank, and return duct top tube wall offers observation panel.
4. a kind of new rural village domestic sewage denitrifying-dephosphorizing purification wet land system according to claim 1, it is characterised in that disappear Poison tank includes seal casinghousing, the disinfection tablet quantitative feeder being installed in seal casinghousing.
5. a kind of new rural village domestic sewage denitrifying-dephosphorizing purifies wet land system, including domestic sewage in rural areas householder and life in the countryside The gas stripping type septic tank of the corresponding connection of sewage householder sewage pipe and the outlet pipe being connected with gas stripping type septic tank, it is characterised in that Each domestic sewage in rural areas householder is corresponding to connect an integrated purification tank, and gas stripping type excrement is had additional after integrated purification tank Pond, all integrated purification tanks, which are connected in parallel and uniformly collected, is connected to a gas stripping type septic tank, the connection of gas stripping type septic tank Outlet pipe, outlet pipe connection artificial swamp, gas stripping type septic tank are provided with reflux line connecting integration purification tank, and integration is net Changing groove includes horizontal type shell, is opened in the inflow entrance on nearly top on the left of horizontal type shell, is opened in nearly top on the right side of horizontal type shell Horizontal type shell is divided into two chambers by weif orifice, the main dividing plate being arranged in horizontal type shell, main dividing plate from left to right, and left chamber is Anaerobic zone, right chamber room are aerobic zone, it is characterised in that include being arranged at nearly top solid-liquid separation tank in left chamber, its complementary space structure Groove is stayed into sludge storage, solid-liquid separation tank includes the open cell body in top, is arranged at the No.1 overfall on the nearly top of cell body, opens up Mud mouth in the nearly bottom of cell body, first partition, second partition are provided with cell body cell body is separated into solid-liquid point from left to right From an area, the area of separation of solid and liquid two and the area of separation of solid and liquid three, connect adjacent area No. two are offered on first and second dividing plate and are overflow Head piece, No. three overfalls, inflow entrance connect with a fixedly separated area;It is separated into the right chamber body by third and fourth dividing plate In lower three chambers, respectively carrier flow chamber, slow carrier flow chamber, stillpot, be provided with sterilization at the nearly weif orifice of right chamber body Groove, water inlet is provided with disinfection trough cell body and is connected with the nearly top of stillpot, weif orifice connects with disinfection trough, and the 3rd dividing plate closely pushes up End, which is provided with, makes carrier flow chamber, No. four overfalls of slow carrier flow chamber connection, the 4th dividing plate bottom and horizontal type shell interval The water passage for forming and delaying between carrier flow chamber, stillpot is set;The nearly top in the area of separation of solid and liquid three sets delivery port to connect load Body flow chamber, carrier flow chamber and sludge storage are provided with quantitative air lift water feed apparatus, denitrification device and slow carrier between staying groove Adjustable stripping reflux device is provided between in flow chamber, carrier flow chamber is provided with aerobic aeration with slow carrier flow chamber Device.
A kind of 6. new rural village domestic sewage denitrifying-dephosphorizing purification wet land system according to claim 5, it is characterised in that Gu Being provided with denitrification device in one area of liquid separation includes being placed in the area of separation of solid and liquid one entering tank, the filler connected with entering tank Pipe and the outlet pipe that is connected with filler pipe end, loading pipe passes from the area of separation of solid and liquid one to be stretched into sludge storage and stays the nearly bottom of groove, Outlet pipe is vertically arranged with loading pipe, and multiple delivery ports are uniformly offered on water outlet tube wall, filler is provided with loading pipe.
7. a kind of new rural village domestic sewage denitrifying-dephosphorizing purification wet land system according to claim 6, it is characterised in that anti- Adjustable mixed liquor stripping reflux device is provided between nitrification installation and slow carrier flow chamber, can adjust mixed liquor stripping reflux Device includes flow control valve, stretches into the mixed liquor air lift supervisor of the slow nearly bottom of carrier flow chamber, is responsible for and connects with mixed liquor air lift Logical return duct, reflux line are communicated to denitrification device and enter tank, and return duct top tube wall offers observation panel.
8. a kind of new rural village domestic sewage denitrifying-dephosphorizing purification wet land system according to claim 5, it is characterised in that disappear Poison tank includes seal casinghousing, the disinfection tablet quantitative feeder being installed in seal casinghousing.
CN201711342876.4A 2017-12-14 2017-12-14 Novel rural domestic sewage denitrification and dephosphorization purification wetland system Active CN107814439B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711342876.4A CN107814439B (en) 2017-12-14 2017-12-14 Novel rural domestic sewage denitrification and dephosphorization purification wetland system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711342876.4A CN107814439B (en) 2017-12-14 2017-12-14 Novel rural domestic sewage denitrification and dephosphorization purification wetland system

Publications (2)

Publication Number Publication Date
CN107814439A true CN107814439A (en) 2018-03-20
CN107814439B CN107814439B (en) 2023-09-05

Family

ID=61606845

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711342876.4A Active CN107814439B (en) 2017-12-14 2017-12-14 Novel rural domestic sewage denitrification and dephosphorization purification wetland system

Country Status (1)

Country Link
CN (1) CN107814439B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110342748A (en) * 2019-07-24 2019-10-18 杭州李春环境科技有限公司 Toilet sewage purifier and method
CN111777259A (en) * 2020-03-08 2020-10-16 哈尔滨工业大学 Integrated small-sized sewage treatment device and treatment method

Citations (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0471688A (en) * 1990-07-10 1992-03-06 Fuji Clean Kogyo Kk Method for discharging treated waste water for small-scale combined purification treatment of waste water and device for adjusting discharge flow rate of small-scale combined treatment septic tank
JPH05337481A (en) * 1992-06-04 1993-12-21 Hitachi Chem Co Ltd Sewage septic tank
JPH06285484A (en) * 1993-02-03 1994-10-11 Hitachi Chem Co Ltd Soil water purifying tank
JPH08290184A (en) * 1995-04-20 1996-11-05 Hitachi Chem Co Ltd Septic tank
JPH08318287A (en) * 1995-05-26 1996-12-03 Hitachi Chem Co Ltd Purifying tank
JPH10290994A (en) * 1997-04-22 1998-11-04 Matsushita Electric Works Ltd Septic tank
JP2000107781A (en) * 1998-10-06 2000-04-18 Hitachi Chem Co Ltd Sewage septic tank having filter bed tank
JP2000185279A (en) * 1998-12-22 2000-07-04 Fuji Clean Kogyo Kk Sewage treatment method and apparatus
JP2002224682A (en) * 2001-01-31 2002-08-13 Hitachi Chem Co Ltd Sewage septic tank
JP2003145186A (en) * 2001-11-15 2003-05-20 Hitachi Housetec Co Ltd Structure of sterilization tank and polluted-water septic-tank
JP2004122080A (en) * 2002-10-07 2004-04-22 Hitachi Housetec Co Ltd Septic tank with chambers having prescribed volume ratio
JP2004202434A (en) * 2002-12-26 2004-07-22 Hitachi Housetec Co Ltd Solid-liquid separation tank interposing aeration chamber, and septic tank for sewage
CA2481853A1 (en) * 2004-10-12 2006-04-12 Laleh Yerushalmi Integrated multi-zone wastewater treatment system and method
CN101913735A (en) * 2010-08-13 2010-12-15 浙江大学 Self-oxygenate self-stirring domestic sewage purification device
CN102701457A (en) * 2012-07-13 2012-10-03 中国水电顾问集团中南勘测设计研究院 Device and method suitable for centralized wastewater treatment of towns and villages
CN103073108A (en) * 2011-10-25 2013-05-01 苏州嘉净环保科技股份有限公司 Moving bed type purification tank
CN203668180U (en) * 2013-12-20 2014-06-25 厦门嵩湖环境技术开发有限公司 Sewage treatment system for temporary biotope
CN103991959A (en) * 2014-05-27 2014-08-20 青岛思普润水处理有限公司 Biological sewage reaction system and upgrading and expanding method
CN204125300U (en) * 2014-09-19 2015-01-28 广西益江环保科技有限责任公司 A kind of purification tank for the treatment of dispersion type domestic wastewater
CN204529614U (en) * 2015-04-02 2015-08-05 重庆中科环保产业有限公司 A kind of integrated sewage treating apparatus
CN105016580A (en) * 2015-07-23 2015-11-04 四川四通欧美环境工程有限公司 Sewage treatment plant classification deep treatment system
CN105502833A (en) * 2016-01-13 2016-04-20 浙江商达环保有限公司 Underground type micro power purifying tank sewage treatment equipment and treatment method
CN205398423U (en) * 2016-02-22 2016-07-27 黄山市环境科学研究所 Multi -functional manure pit
CN205893004U (en) * 2016-07-25 2017-01-18 浙江浙大水业有限公司 Casual household's type rural domestic sewage treatment device
CN206173173U (en) * 2016-09-14 2017-05-17 广东粤海水务股份有限公司 Rural sewage dephosphorization denitrogenation sewage treatment plant that no mud discharged
CN107399884A (en) * 2017-09-21 2017-11-28 凌志环保股份有限公司 A kind of new rural village domestic sewage denitrifying-dephosphorizing cleaning system

Patent Citations (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0471688A (en) * 1990-07-10 1992-03-06 Fuji Clean Kogyo Kk Method for discharging treated waste water for small-scale combined purification treatment of waste water and device for adjusting discharge flow rate of small-scale combined treatment septic tank
JPH05337481A (en) * 1992-06-04 1993-12-21 Hitachi Chem Co Ltd Sewage septic tank
JPH06285484A (en) * 1993-02-03 1994-10-11 Hitachi Chem Co Ltd Soil water purifying tank
JPH08290184A (en) * 1995-04-20 1996-11-05 Hitachi Chem Co Ltd Septic tank
JPH08318287A (en) * 1995-05-26 1996-12-03 Hitachi Chem Co Ltd Purifying tank
JPH10290994A (en) * 1997-04-22 1998-11-04 Matsushita Electric Works Ltd Septic tank
JP2000107781A (en) * 1998-10-06 2000-04-18 Hitachi Chem Co Ltd Sewage septic tank having filter bed tank
JP2000185279A (en) * 1998-12-22 2000-07-04 Fuji Clean Kogyo Kk Sewage treatment method and apparatus
JP2002224682A (en) * 2001-01-31 2002-08-13 Hitachi Chem Co Ltd Sewage septic tank
JP2003145186A (en) * 2001-11-15 2003-05-20 Hitachi Housetec Co Ltd Structure of sterilization tank and polluted-water septic-tank
JP2004122080A (en) * 2002-10-07 2004-04-22 Hitachi Housetec Co Ltd Septic tank with chambers having prescribed volume ratio
JP2004202434A (en) * 2002-12-26 2004-07-22 Hitachi Housetec Co Ltd Solid-liquid separation tank interposing aeration chamber, and septic tank for sewage
CA2481853A1 (en) * 2004-10-12 2006-04-12 Laleh Yerushalmi Integrated multi-zone wastewater treatment system and method
CN101913735A (en) * 2010-08-13 2010-12-15 浙江大学 Self-oxygenate self-stirring domestic sewage purification device
CN103073108A (en) * 2011-10-25 2013-05-01 苏州嘉净环保科技股份有限公司 Moving bed type purification tank
CN102701457A (en) * 2012-07-13 2012-10-03 中国水电顾问集团中南勘测设计研究院 Device and method suitable for centralized wastewater treatment of towns and villages
CN203668180U (en) * 2013-12-20 2014-06-25 厦门嵩湖环境技术开发有限公司 Sewage treatment system for temporary biotope
CN103991959A (en) * 2014-05-27 2014-08-20 青岛思普润水处理有限公司 Biological sewage reaction system and upgrading and expanding method
CN204125300U (en) * 2014-09-19 2015-01-28 广西益江环保科技有限责任公司 A kind of purification tank for the treatment of dispersion type domestic wastewater
CN204529614U (en) * 2015-04-02 2015-08-05 重庆中科环保产业有限公司 A kind of integrated sewage treating apparatus
CN105016580A (en) * 2015-07-23 2015-11-04 四川四通欧美环境工程有限公司 Sewage treatment plant classification deep treatment system
CN105502833A (en) * 2016-01-13 2016-04-20 浙江商达环保有限公司 Underground type micro power purifying tank sewage treatment equipment and treatment method
CN205398423U (en) * 2016-02-22 2016-07-27 黄山市环境科学研究所 Multi -functional manure pit
CN205893004U (en) * 2016-07-25 2017-01-18 浙江浙大水业有限公司 Casual household's type rural domestic sewage treatment device
CN206173173U (en) * 2016-09-14 2017-05-17 广东粤海水务股份有限公司 Rural sewage dephosphorization denitrogenation sewage treatment plant that no mud discharged
CN107399884A (en) * 2017-09-21 2017-11-28 凌志环保股份有限公司 A kind of new rural village domestic sewage denitrifying-dephosphorizing cleaning system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110342748A (en) * 2019-07-24 2019-10-18 杭州李春环境科技有限公司 Toilet sewage purifier and method
CN111777259A (en) * 2020-03-08 2020-10-16 哈尔滨工业大学 Integrated small-sized sewage treatment device and treatment method
CN111777259B (en) * 2020-03-08 2024-05-31 哈尔滨工业大学 Integrated small-sized sewage treatment device and treatment method

Also Published As

Publication number Publication date
CN107814439B (en) 2023-09-05

Similar Documents

Publication Publication Date Title
CN104710078B (en) Underground integrated domestic sewage treatment device and method
CN107399884A (en) A kind of new rural village domestic sewage denitrifying-dephosphorizing cleaning system
CN107814439A (en) A kind of new rural village domestic sewage denitrifying-dephosphorizing purifies wet land system
CN105129992B (en) Transverse-spiral-flow type domestic sewage purifying device
CN201317701Y (en) Settler for sewage treatment
CN108178458A (en) A kind of polluted water purification processing unit
CN207227241U (en) A kind of new rural village domestic sewage denitrifying-dephosphorizing cleaning system
CN103466900A (en) Advanced treatment method and device for livestock breeding waste water
CN107814467A (en) A kind of simple domestic sewage in rural areas wet land treating system
CN105217889A (en) A kind of grease impurity and sewerage integrated purification system
CN203159324U (en) Round concrete type sewage treatment unit
CN208814741U (en) A kind of new rural village domestic sewage denitrifying-dephosphorizing purification wet land system
CN208814829U (en) A kind of domestic sewage in rural areas purification wet land system
CN105481098B (en) A kind of ecologic planting pond and ecological septic system
CN211712878U (en) Sewage treatment equipment
CN204897529U (en) STREAMING anaerobic sludge bed reactor in two backward flows
CN205603432U (en) Domestic sewage's integration treatment device
CN212982578U (en) Integrated villages and towns sewage treatment system
CN205367870U (en) Dark bed bioreactor of denitrification
CN108358316A (en) Efficient low-consume sewage-treatment plant
CN108358403A (en) A kind of domestic sewage in rural areas purification slot device
CN208814828U (en) A kind of simple domestic sewage in rural areas wet land treating system
CN107814468A (en) A kind of domestic sewage in rural areas purifies wet land system
CN211770877U (en) A mark septic tank
CN211946461U (en) Sequencing batch type sewage biological treatment device by activated sludge process

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant