CN209636057U - Intelligent bionic domestic sewage processing system - Google Patents
Intelligent bionic domestic sewage processing system Download PDFInfo
- Publication number
- CN209636057U CN209636057U CN201821687274.2U CN201821687274U CN209636057U CN 209636057 U CN209636057 U CN 209636057U CN 201821687274 U CN201821687274 U CN 201821687274U CN 209636057 U CN209636057 U CN 209636057U
- Authority
- CN
- China
- Prior art keywords
- gdclean
- level
- tank
- mcw
- constructed wetland
- 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.)
- Active
Links
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses a kind of intelligent bionic domestic sewage processing systems, comprising: grid sand setting area, GDCleanTMBio-Tank biochemistry pretreatment unit, conditioning tank, gathering ground, GDCleanTMMCW level-one constructed wetland device, GDCleanTMMCW second level constructed wetland device；Wherein, it is connected between grid sand setting area and GDCleanTMBio-Tank biochemistry pretreatment unit by connecting tube, it is connected between GDCleanTMBio-Tank biochemistry pretreatment unit and conditioning tank by flow duct, overflow port is set between GDCleanTMBio-Tank biochemistry pretreatment unit and GDCleanTMMCW level-one constructed wetland device and carries out connection.The utility model combination country sewage feature is directed to rural domestic sewage treatment with the design of intelligent low energy consumption operating concept using bionics principle, can be used for service area, the landscapes such as tourist district area.The utility model has many advantages, such as to be widely used, invests that low, operating cost is low, stable water outlet, Bionic Design, multi-mode operation, integration, intelligence.
Description
Technical field
The utility model belongs to technical field of sewage treatment equipment, and in particular to a kind of intelligent bionic sanitary sewage disposal system
System.
Background technique
The major reason of rural domestic sewage treatment hardly possible is that discharge dispersion, water quality and quantity daily change greatly.China rural area
Regional house is mostly self-built housing, lacks architectural composition planning, arbitrariness is also big, causes resident living sewage discharge mode different, has
Splash on the spot, make its natural evaporation or penetrate into soil, the nearest discharge having, by bright ditch or closed conduit enter streams, rivers and
Lake.Since environmental bearing capacity increasingly declines, domestic sewage in rural areas is not handled, and arbitrarily discharge will cause natural environment centainly
It destroys.
Meanwhile there is also bigger differences for different regions domestic sewage in rural areas water quality, it is desirable that processing technique has flexibility.Ten
In different wind, hundred inner different customs, the living habit of different regions rural resident and economic condition are also different, cause life dirty
There is also differences for the pollutant concentrations such as nitrogen, phosphorus in water.Such as the area high in meat proteins group food consumption proportion, sanitary sewage
In ammonia nitrogen concentration it is higher, and in the areas for largely using detergent, Phosphorus in Domestic Wastewater with Pulverized concentration is higher.Single tupe
It can not adapt to the water quality situation of different regions.
China's Rural Population Flow is big, a large amount of populations due to going to school, working etc. for a long time outside, permanent resident population compared with
It is few.And a large amount of populations return to one's native place and celebrate a festival during especially Spring Festival festivals or holidays.Therefore greatly, this changes the variation of domestic sewage in rural areas discharge amount
Many difficulties are caused to the design of sewage plant scale, the stable operation of sewage plant.
The design of rural sewage treatment station scale is logical according to water consumption quota calculation sewage quantity per capita.When according to permanent resident population
Design scale causes water variation during festivals or holidays excessive, and destruction system stable operation, water outlet is difficult to up to standard.When according to registration
Population design scale causes design scale excessive usually, and water can not reach 50% design water, and system is caused to run not just
Often, also increase project investment, cause to waste.Scale design is excessive in individual areas leads to engineering of getting sun.
Processing technique is reviewed, since most of rural sewage treatment facility is mainly managed by villager, thus requires processing skill
Art will also have stability and convenience except efficiently, but waste water control facility " build up and do not have to, only get sun " shows at present
It as generally existing, is not desired to use, will not use.Simultaneously as economic condition limits, construction and O&M cost is excessively high sets
Applying can not longtime running in rural area.
Now, China's rural domestic sewage treatment shoulders heavy responsibilities.Need one kind that can become for country sewage amount, water quality
Change big feature, the technique that stable water outlet is up to standard, investment operating cost is low, easy to operate.
Summary of the invention
The utility model master is to solve the shortcoming of existing issue and provide a kind of intelligent bionic sanitary sewage disposal system
System.
In order to solve the above technical problems, the technical solution that the utility model uses is: it is raw to provide a kind of intelligent bionic
Sewage disposal system living, comprising:
Grid sand setting area A, GDCleanTMBio-Tank biochemistry pretreatment unit B, conditioning tank C, gathering ground E,
GDCleanTMMCW level-one constructed wetland device D, GDCleanTMMCW second level constructed wetland device F；Wherein, grid sand setting area A and
GDCleanTMIt is connected between Bio-Tank biochemistry pretreatment unit B by connecting tube, GDCleanTMThe pretreatment of Bio-Tank biochemistry
It is connected between device B and conditioning tank C by flow duct, GDCleanTMBio-Tank biochemistry pretreatment unit B and
GDCleanTMOverflow port is set between MCW level-one constructed wetland device D and carries out connection, meanwhile, conditioning tank C and GDCleanTMMCW
By promoting pump line connection, GDClean between level-one constructed wetland device DTMBy default side in MCW level-one constructed wetland device D
The first water distributor is arranged in formula, and is connected to gathering ground E, and gathering ground E is connected by gathering ground to second level artificial swamp overflow port
GDCleanTMMCW second level constructed wetland device F, GDCleanTMBy predetermined manner setting the in MCW second level constructed wetland device F
Two water distributors.
Wherein, sanitary sewage imports grid sand setting area A by water inlet pipe, passes through the grid being set in grid sand setting area A
Machine removes the suspending sundries in sewage, is caused with preventing suspending sundries from entering the pretreatment pool of next stage to equipment therein
Damage.
Wherein, grid maker selects rotary machinery grid maker, recection type rotary grid, net formula to turn chain grid maker, fixation
One or more of formula grid maker.
Wherein, 1~5mm is arranged in the grid gap of grid maker.
Wherein, GDCleanTMThe flow duct for flowing to conditioning tank C, and flow direction is arranged in Bio-Tank biochemistry pretreatment unit B
GDCleanTMThe overflow port of MCW level-one constructed wetland device D, and overflow port setting height is made to be higher than flow duct.
Wherein, grid sand setting area A, GDCleanTMThe intersection setting of Bio-Tank biochemistry pretreatment unit B, conditioning tank C
Blower unit, and in GDCleanTMAeration tube is arranged in Bio-Tank biochemistry pretreatment unit B, conditioning tank C, is distinguished on aeration tube
Setting motor-driven valve carries out control on-off, by adjusting the operating mode of blower unit to change GDCleanTMBio-Tank is biochemical pre-
Processing unit B, GDCleanTMMCW level-one constructed wetland device D, GDCleanTMThe operation mould of MCW second level constructed wetland device F
Formula.
Wherein, the operating mode of blower unit includes unpowered mode, fine motion force mode and high effective model,
GDCleanTMThe operating mode of MCW level-one constructed wetland device D includes vertical current constructed wetland mode and horizontal flow artificial wetland
Mode；Wherein, under unpowered mode, GDCleanTMBio-Tank biochemistry pretreatment unit B is set as anaerobic state, and water outlet is straight
It connects and GDClean is flowed directly by overflow portTMMCW level-one constructed wetland device D, water outlet meet level-one B effluent standard；Microkinetic
Under mode, GDCleanTMBio-Tank biochemistry pretreatment unit B is micro- oxygen condition, and air needed for being provided by blower unit leads to
Pond C control liquid level is overregulated, conditioning tank C water outlet flows into GDClean by promoting pump lineTMMCW level-one constructed wetland device
D adjusts GDCleanTMThe operating mode of MCW level-one constructed wetland device D is vertical current constructed wetland mode, and water outlet meets level-one
A effluent standard；Under high effective model, GDCleanTMBio-Tank biochemistry pretreatment unit B is set as oxygen-enriched state, passes through blower
Air needed for unit provides controls liquid level by conditioning tank C, and conditioning tank C improves Dissolved Oxygen in Water, conditioning tank by aeration
C water outlet flows into GDClean by promoting pump lineTMMCW level-one constructed wetland device D, water outlet meet the discharge of level-one B standard.
Wherein, when the operating mode of blower unit is fine motion force mode and high effective model, conditioning tank water pump is presetting high liquid
Position starting operation, runs out of service to preset liquid level.
Wherein, GDCleanTMThe biomembrane formed by filler and root system of plant is arranged in the MCW level-one bottom constructed wetland device D
Filler, GDCleanTMThe MCW second level bottom constructed wetland device F is arranged dephosphorization filler, dephosphorization filler select extra large oyster shell, volcanic rock,
One of zeolite is a variety of, and filler depth is respectively 1m and 0.8m；Filler is divided into upper, middle and lower-ranking, three layers of depth of packing point
It Wei not 5-10cm, 10-25cm, 20-40cm.
Wherein, GDCleanTMMCW level-one constructed wetland device D and GDCleanTMIt is set in MCW second level constructed wetland device F
One of dephosphorization Plants selection cattail, reed or chlorella for setting are a variety of.
It being different from the prior art, the utility model provides a kind of intelligent bionic domestic sewage processing system IBSTS, in conjunction with
Country sewage feature, using bionics principle, with the design of intelligent low energy consumption operating concept at domestic sewage in rural areas
Reason, water outlet can reach level-one B standard in " urban wastewater treatment firm pollutant emission standard " GB18918-2002, and Optimizing Mode can
Reach level-one A standard in " urban wastewater treatment firm pollutant emission standard " GB18918-2002；System can be applicable to widely
Rural area dispersion area.It can also be used for service area, the landscapes such as tourist district area.Be widely used, invest low, operating cost is low,
The advantages that stable water outlet, Bionic Design, multi-mode operation, integration, intelligence.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of intelligent bionic domestic sewage processing system provided by the utility model.
Fig. 2 is the pipeline connection schematic diagram of intelligent bionic domestic sewage processing system provided by the utility model.
Processing signal when Fig. 3 is intelligent bionic domestic sewage processing system provided by the utility model unpowered mode
Figure.
Processing when Fig. 4 is intelligent bionic domestic sewage processing system microkinetic provided by the utility model, high effective model
Schematic diagram.
Fig. 5 is the unpowered model process schematic diagram of intelligent bionic domestic sewage processing system provided by the utility model.
Fig. 6 is intelligent bionic domestic sewage processing system microkinetic provided by the utility model, the signal of high effective model process
Figure.
Fig. 7 is the aerating system schematic diagram of intelligent bionic domestic sewage processing system provided by the utility model.
Specific embodiment
Further more detailed description is made to the technical solution of the utility model With reference to embodiment.Obviously,
Described embodiment is only a part of the embodiment of the utility model, instead of all the embodiments.It is practical new based on this
Embodiment in type, those of ordinary skill in the art's every other reality obtained without creative labor
Example is applied, all should belong to the range of the utility model protection.
Refering to fig. 1 and Fig. 2, Fig. 1 be a kind of intelligent bionic domestic sewage processing system provided by the utility model structure
Schematic diagram, Fig. 2 are corresponding pipeline connection schematic diagrams.Include:
Grid sand setting area A, GDCleanTMBio-Tank biochemistry pretreatment unit B, conditioning tank C, gathering ground E,
GDCleanTMMCW level-one constructed wetland device D, GDCleanTMMCW second level constructed wetland device F；Wherein, grid sand setting area A and
GDCleanTMIt is connected between Bio-Tank biochemistry pretreatment unit B by connecting tube 2, GDCleanTMThe biochemical pre- place Bio-Tank
It is connected between reason device B and conditioning tank C by flow duct 4, GDCleanTMBio-Tank biochemistry pretreatment unit B and
GDCleanTMBetween MCW level-one constructed wetland device D be arranged overflow port 3 carry out connection, meanwhile, conditioning tank C and
GDCleanTMIt is connected between MCW level-one constructed wetland device D by promoting pump line 5, GDCleanTMMCW level-one artificial swamp dress
It sets in D and the first water distributor 6 is set by predetermined manner, and be connected to gathering ground E, gathering ground E passes through gathering ground to second level Manual moist
Ground overflow port 7 connects GDCleanTMMCW second level constructed wetland device F, GDCleanTMIt is pressed in MCW second level constructed wetland device F
The second water distributor 8 is arranged in predetermined manner.
Preferably, sanitary sewage imports grid sand setting area A by water inlet pipe 1, passes through the lattice being set in grid sand setting area A
Grid machine removes the suspending sundries in sewage, is made with preventing suspending sundries from entering the pretreatment pool of next stage to equipment therein
At damage.
Preferably, grid maker selects rotary machinery grid maker, recection type rotary grid, net formula to turn chain grid maker, consolidate
One or more of fixed pattern grid maker.
Preferably, 1~5mm is arranged in the grid gap of grid maker.
Preferably, GDCleanTMThe flow duct 4 for flowing to conditioning tank C, and stream is arranged in Bio-Tank biochemistry pretreatment unit B
To GDCleanTMThe overflow port 3 of MCW level-one constructed wetland device D, and the setting height of overflow port 3 is made to be higher than flow duct 4.
Preferably, grid sand setting area A, GDCleanTMBio-Tank biochemistry pretreatment unit B, conditioning tank C intersection set
Blower unit is set, and in GDCleanTMAeration tube is arranged in Bio-Tank biochemistry pretreatment unit B, conditioning tank C, is divided on aeration tube
Not She Zhi motor-driven valve carry out control on-off, by adjusting the operating mode of blower unit to change GDCleanTMBio-Tank is biochemical
Pretreatment unit B, GDCleanTMMCW level-one constructed wetland device D, GDCleanTMThe operation of MCW second level constructed wetland device F
Mode.
Preferably, the operating mode of blower unit includes unpowered mode, fine motion force mode and high effective model,
GDCleanTMThe operating mode of MCW level-one constructed wetland device D includes vertical current constructed wetland mode and horizontal flow artificial wetland
Mode；Wherein, under unpowered mode, GDCleanTMBio-Tank biochemistry pretreatment unit B is set as anaerobic state, and water outlet is straight
It connects and GDClean is flowed directly by overflow port 3TMMCW level-one constructed wetland device D, water outlet meet the discharge of level-one B standard；Microkinetic
Under mode, GDCleanTMBio-Tank biochemistry pretreatment unit B is micro- oxygen condition, and air needed for being provided by blower unit leads to
Pond C control liquid level is overregulated, conditioning tank C water outlet flows into GDClean by promoting pump line 5TMMCW level-one constructed wetland device
D adjusts GDCleanTMThe operating mode of MCW level-one constructed wetland device D is vertical current constructed wetland mode, and water outlet meets level-one
A effluent standard；Under high effective model, GDCleanTMBio-Tank biochemistry pretreatment unit B is set as oxygen-enriched state, passes through blower
Air needed for unit provides controls liquid level by conditioning tank C, and conditioning tank C improves Dissolved Oxygen in Water, conditioning tank by aeration
C water outlet flows into GDClean by promoting pump line 5TMMCW level-one constructed wetland device D, water outlet meet the discharge of level-one B standard.
Preferably, when the operating mode of blower unit is fine motion force mode and high effective model, conditioning tank water pump is in default height
Liquid level starting operation, runs out of service to preset liquid level.
Preferably, GDCleanTMThe biology formed by filler and root system of plant is arranged in the MCW level-one bottom constructed wetland device D
Film filler, GDCleanTMDephosphorization filler is arranged in the MCW second level bottom constructed wetland device F, and dephosphorization filler selects extra large oyster shell, volcano
One of rock, zeolite are a variety of, and filler depth is respectively 1m and 0.8m；Filler is divided into upper, middle and lower-ranking, three layers of filler thickness
Degree is respectively 5-10cm, 10-25cm, 20-40cm.
Preferably, GDCleanTMMCW level-one constructed wetland device D and GDCleanTMIn MCW second level constructed wetland device F
One of dephosphorization Plants selection cattail, reed or chlorella of setting are a variety of.
A kind of intelligent bionic domestic sewage processing system of the utility model mainly includes GDCleanTMBio-Tank is biochemical
Pretreatment unit and GDCleanTMMCW multistage artificial wetland treatment device.
According to animal digestive system bionics principle, the flat of system is maintain by the close cooperation of digestive organ
Weighing apparatus, GDCleanTMBio-Tank biochemistry pretreatment unit simulates the stomach function of animal, and there is mixing, storage, predecomposition to convert
Effect provides good precondition for aftertreatment device absorption nutriment, and can realize anaerobism, micro- oxygen, good according to water
The operation of the various modes such as oxygen. GDCleanTMMCW multistage wetland device simulates the intestinal tract of animal, is that nutriment is mainly inhaled
Conversion place is received, pollutant is realized by different function area absorbs degradation.Effect generation by the system has ecological environment
The clear water of benefit, runs entire ecosystem well, and can realize that active and passive water distribution mode realizes high underload difference running mould
Formula.
Sewage need to first pass through after septic tank is separated by solid-liquid separation, and collect through pipe network and enter this sewage disposal system.It is introduced into
Grid sand setting area A intercepts big floating material and sandstone.Water outlet enters pretreatment pool degradation some of the contaminants, reduces subsequent cell
Load.Sewage is through GDClean when underloadTMBio-Tank biochemistry pretreatment unit B passive type water distribution is directly entered subsequent two-stage
Qualified discharge after horizontal drowned flow artificial wet land unit.In the case where biochemistry pre-processes high effective model, water outlet enters conditioning tank when high load capacity,
Primary vertical artificial wetland is entered by the active water distribution uniformity of water pump by conditioning tank, enters back into second level horizontal drowned flow people
Qualified discharge after work wetland.
GDCleanTMBio-Tank biochemistry pre-processes flexibly configurable, and when village gulf permanent resident population's situation of change, population is less
Or influent quality it is preferable when, pretreatment system is set as anaerobism operating status, realizes the unpowered operation of system, saves to greatest extent
Save operating cost.When population is more or influent quality is poor, aerating system is opened, and opens wetland and promotes water distribution system, is
System is that microkinetic is run, and can effectively remove each pollutant, make system stable water outlet and improve discharge standard.
GDCleanTMMCW multistage artificial swamp combines three kinds of effects of physics, chemistry and biology to the processing of waste water.It is wet
After ground system maturation, filler surface and root system of plant will form biomembrane due to the growth of a large amount of microorganisms.Waste water flows through life
When object film, a large amount of SS is shut off by filler and root system of plant blocking, and organic pollutant then passes through the absorption of biomembrane, assimilation and different
Change is acted on and is removed.The transmitting of oxygen is discharged because of root system of plant in wetland bed system, makes successively to show in its ambient enviroment
Aerobic, anoxic and anaerobic state ensure that the nitrogen phosphorus in waste water can not only be direct as nutritional ingredient by plant and microorganism
It absorbs, can also be acted on by the excess accumulation of nitrification, denitrification and microorganism to phosphorus and remove it from waste water.
GDCleanTMThere are many operational modes for MCW multistage artificial swamp, and in unpowered operation, the first order is horizontal drowned flow
Artificial swamp, the second level are horizontal drowned flow artificial wet land.When microkinetic and high effective model are run, the first order is perpendicular flow artificial
Wetland, the second level are horizontal drowned flow artificial wet land, adjust wetland operational mode by water distribution, improve wetland removal efficiency.It mentions
High wetland capacity of resisting impact load meets wetland and runs at standard under different operating conditions.
In GDCleanTMBio-Tank biochemistry pretreatment unit B is provided with biology carbonization filler, is greatly improved pretreatment
Biochemistry pool sewage treatment capacity, biology carbonization filler are fabricated to carbonized particles filler using biomaterials such as corn ear, stalks, pacify
Loaded in carrier, biological growthing environment is realized, while providing certain carbon source.
With reference to Fig. 3 and Fig. 4, domestic sewage in rural areas imports grid sand setting area A from water inlet pipe 1, heavy by being set to the grid
Grid maker in sand area A and remove the suspending sundries in sewage, with prevent suspending sundries enter next stage pretreatment pool and
Equipment therein is damaged.Grid maker can be selected rotary machinery grid maker, recection type rotary grid, net formula and turn chain lattice
One of grid machine, fixed grid maker are a variety of, and in order to meet the water inlet requirement of next stage processing pond, grid maker preferably makes
The fine grid machine for being 1~5mm with grid gap.
By grid pond A, treated that sewage flows into GDClean from grid sand setting area to conditioning tank pipe 2TMBio-Tank is raw
Change pretreatment unit B, adds high efficiency packing thereto to reduce pollutant load, while can also increase microbe species and number
Amount.GDCleanTMBio-Tank biochemistry pretreatment unit B is designed as rectangular configuration, flows to conditioning tank C's wherein being provided on one side
Flow duct 4, another side flow to the overflow port 3 of level-one artificial swamp E, wherein the setting height of overflow port 3 is higher than flow duct 4.This
When can be according to actual sewage treating capacity, the method for operation for flowing to choosing multiple mode of sewage:
(1) under unpowered mode, GDCleanTMBio-Tank biochemistry pretreatment unit B is anaerobic state, and water outlet is direct
GDClean is flowed directly by overflow port 3TMMCW level-one constructed wetland device D.Sewage enters GDClean from grid pond ATMBio-
After Tank biochemistry pretreatment unit B, inactive due to promoting pump line 5, sewage directly passes through overflow port 3 and enters
GDCleanTMMCW level-one constructed wetland device D.The flow regime of water is 1-2-3-6-7-8.Finally discharged up to level-one B standard.
The unpowered mode of mode 1, water pump, blower unit in conditioning tank C stop working, sewage self-flowing.
(2) under fine motion force mode, GDCleanTMBio-Tank biochemistry pretreatment unit B is micro- oxygen condition, as shown in Figure 7
Air needed for being provided by blower unit.By conditioning tank C control system liquid level, while playing regulating pondage, water quality, cloth
Water effect.Conditioning tank C water outlet is by promoting pump line 5, into GDCleanTMMCW level-one constructed wetland device D.4 nozzle of flow duct
Absolute altitude is lower than overflow pipe 3, by also preventing sewage from entering GDClean by pipeline 3 for controlTMMCW level-one constructed wetland device
D.GDClean at this timeTMMCW level-one constructed wetland device D is vertical current constructed wetland, more sharp due to there is enough dissolved oxygens in water
It is reacted in the nitration denitrification of subsequent microorganism, to there is good denitrification effect.The flow regime of water is 1-2-4-5-6-7-
8.Final outflow water can reach level-one A effluent standard.
2 fine motion force mode of mode, conditioning tank C water pump starts in high liquid level to be run, and is run per hour about 10 minutes.Operation is extremely
Low liquid level is out of service.Blower unit air quantity controls micro- aeration by Self controlling valve.Pass through the time relay control operation 2 hours
Stop 1 hour.
(3) under high effective model, sewage quantity is 2 times of water of design, and system is in high load capacity mode, GDCleanTMBio-
Tank biochemistry pretreatment unit B is oxygen-enriched state, provides required air by blower unit as shown in Figure 7, and air quantity passes through automatic control
Program automatic adjustment, increases ventilatory capacity.With fine motion force mode, by conditioning tank C control system liquid level, while adjusting is played
Water, water quality, water distribution effect.Conditioning tank C improves Dissolved Oxygen in Water by aeration, is conducive to subsequent microbial action, and water outlet passes through
Pump line 5 is promoted, into GDCleanTMMCW level-one constructed wetland device D.Flow regime with fine motion force mode water is 1-2-4-5-
6-7-8.Since Effect of Pretreatment reduces pollutant concentration, subsequent processing units load is reduced, final outflow water can reach level-one B
Effluent standard.
3 high effective model of mode, the water pump of conditioning tank C starts in high liquid level to be run, and is run per hour about 20 minutes.Operation is extremely
Low liquid level is out of service.Blower unit air quantity is controlled by Self controlling valve and is aerated.Stopped within 5 hours by time relay control operation
1 hour.
With reference to Fig. 5, sewage enters GDCleanTMFlowed vertically through after MCW level-one constructed wetland device D it is wetland bed, through filler and
Root system of plant and form biomembrane and spend gathering ground E, GDClean are entered by sewage pipe 6 after a large amount of pollutantsTMMCW level-one
Different-grain diameter rubble is arranged in the bottom constructed wetland device D, plays the role of sewage water filtration.
With reference to Fig. 6, arrangement flows to GDClean in the E of gathering groundTMThe overflow port 7 of MCW second level constructed wetland device F, sewage are logical
It crosses overflow port and flows into GDCleanTMMCW second level constructed wetland device F, GDCleanTMThe bottom MCW second level constructed wetland device F cloth
Dephosphorization filler is set, one of extra large oyster shell, volcanic rock, zeolite or a variety of can be selected in dephosphorization filler, and requires to meet water outlet,
It is preferable to use extra large oyster shells for dephosphorization filler, and sewage after processing is discharged by outlet pipe 8.
With reference to Fig. 7, grid sand setting area A, GDCleanTMBio-Tank biochemistry pretreatment unit B, the setting of conditioning tank C intersection
Blower, and in GDCleanTMAeration tube is arranged in Bio-Tank biochemistry pretreatment unit B and conditioning tank C.To
GDCleanTMMotor-driven valve is respectively set on the aeration tube of Bio-Tank biochemistry pretreatment unit B and conditioning tank aeration.
In the present embodiment, sewage residence time in pretreatment pool is 10h, and the residence time is 10h in conditioning tank.One
The hydraulic loading of grade artificial swamp and second level artificial swamp is 0.25m3/m2* d, total hrt 1.5d.
Each reaction tank size be respectively as follows: grid sand setting area A grid setting pot 2.76m × 0.6m × 2.0m,
GDCleanTMPretreatment pool 2.76m × 1.5m × 2.0m, the conditioning tank C2.34m of Bio-Tank biochemistry pretreatment unit B ×
1.0m×2.0m、GDCleanTMLevel-one artificial swamp 5m × 4m × 1.3m, the gathering ground E0.5m of MCW level-one constructed wetland device D
×4m×1.3m、 GDCleanTMSecond level artificial swamp 5m × 4m × 1.3m of MCW second level constructed wetland device F.
In the present embodiment, pipe diameter is respectively as follows: that water inlet pipe 1 is DN200, grid sand setting area to conditioning tank pipe 2 is
DN150, overflow port 3 are DN80, flow duct 4 is DN150, promotion pump line 5 is DN40, the first water distributor 6 is DN150, gathering ground
To second level artificial swamp overflow port 7 be DN80, the second water distributor 8 is DN150, be UPVC material.
Following set of intelligent bionic domestic sewage processing system case data: 10 ton/days of water, runing time 15 days of design
~30 days.Wherein unpowered and microkinetic water is 10 ton/days, 20 ton/days of high effective model water.Effluent quality unpowered and
High effective model can achieve level-one B standard, can achieve level-one A standard in microkinetic.
The intelligent bionic domestic sewage processing system of the utility model copies human ecosystem, using Design For The Ecological,
Whole system embodies ecological energy-saving.System designs for garden type, noiseless, odorless, without secondary pollution；It can be unpowered
It is run under fine motion force mode.By changing equipment operating parameter, to adapt to different use environments；This system height is intelligent:
Various modes reach intelligent operation, operating in a key by intelligence control system programming；System capacity of resisting impact load
By force, multi-mode is directed to different use environments, guarantees that stable water outlet is up to standard, is discharged under given conditions more excellent；Without human attendance,
Pretreatment and wet land treating system are operated without professional.System is remotely monitored in combination with technology of Internet of things；Normal mode without
Power operation, is not necessarily to human attendance, and operating cost is very low；System is compact to design, takes up little area, and reduces investment outlay；System distributing is set
Meter advantageously reduces pipe network investment, and without passing through big river, pipeline network construction speed is fast, and difficulty of construction is lower, Boosting pumping station phase
To less, sewage collection system investment and operational and administrative expenses are lower；Have a wide range of application, can be applicable to extensive rural area dispersedly
Area.It can also be used for service area, the area that the water quality and quantities such as tourist district are unstable, variation is big.
It being different from the prior art, the utility model provides a kind of intelligent bionic domestic sewage processing system IBSTS, in conjunction with
Country sewage feature, using bionics principle, with the design of intelligent low energy consumption operating concept at domestic sewage in rural areas
Reason, water outlet can reach level-one B standard in " urban wastewater treatment firm pollutant emission standard " GB18918-2002, and Optimizing Mode can
Reach level-one A standard in " urban wastewater treatment firm pollutant emission standard " GB18918-2002；System can be applicable to widely
Rural area dispersion area.It can also be used for service area, the landscapes such as tourist district area.Be widely used, invest low, operating cost is low,
The advantages that stable water outlet, Bionic Design, multi-mode operation, integration, intelligence.
The above is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all benefits
The equivalent structure or equivalent flow shift made by the utility model specification and accompanying drawing content, is applied directly or indirectly in it
His relevant technical field, is also included in the patent protection scope of the utility model.
Claims (10)
1. a kind of intelligent bionic domestic sewage processing system characterized by comprising grid sand setting area (A), GDCleanTMBio-
Tank biochemistry pretreatment unit (B), conditioning tank (C), gathering ground (E), GDCleanTMMCW level-one constructed wetland device (D),
GDCleanTMMCW second level constructed wetland device (F)；Wherein, grid sand setting area (A) and GDCleanTMThe biochemical pre- place Bio-Tank
It manages and is connected between device (B) by connecting tube (2), GDCleanTMBio-Tank biochemistry pretreatment unit (B) and conditioning tank (C) it
Between connected by flow duct (4), GDCleanTMBio-Tank biochemistry pretreatment unit (B) and GDCleanTMMCW level-one Manual moist
Overflow port (3) are set between ground device (D) and carry out connection, meanwhile, conditioning tank (C) and GDCleanTMMCW level-one artificial swamp dress
It sets between (D) by promoting pump line (5) connection, GDCleanTMBy predetermined manner setting the in MCW level-one constructed wetland device (D)
One water distributor (6), and it is connected to gathering ground (E), gathering ground (E) is connected by gathering ground to second level artificial swamp overflow port (7)
GDCleanTMMCW second level constructed wetland device (F), GDCleanTMIt is set in MCW second level constructed wetland device (F) by predetermined manner
Set the second water distributor (8).
2. intelligent bionic domestic sewage processing system according to claim 1, which is characterized in that sanitary sewage passes through water inlet
It manages (1) and imports grid sand setting area (A), the suspending sundries in sewage are removed by the grid maker being set in grid sand setting area (A),
Equipment therein is damaged with preventing suspending sundries from entering the pretreatment pool of next stage.
3. intelligent bionic domestic sewage processing system according to claim 2, which is characterized in that grid maker is selected rotary
Mechanical grille machine, recection type rotary grid, net formula turn one or more of chain grid maker, fixed grid maker.
4. intelligent bionic domestic sewage processing system according to claim 3, which is characterized in that the grid gap of grid maker
1~5mm is set.
5. intelligent bionic domestic sewage processing system according to claim 1, which is characterized in that GDCleanTMBio-Tank
Biochemical pretreatment unit (B) setting flows to the flow duct (4) of conditioning tank (C), and flows to GDCleanTMMCW level-one artificial swamp dress
The overflow port (3) of (D) is set, and overflow port (3) setting height is made to be higher than flow duct (4).
6. intelligent bionic domestic sewage processing system according to claim 1, which is characterized in that grid sand setting area (A),
GDCleanTMThe intersection setting blower unit of Bio-Tank biochemistry pretreatment unit (B), conditioning tank (C), and
GDCleanTMAeration tube is arranged in Bio-Tank biochemistry pretreatment unit (B), conditioning tank (C), is respectively set on aeration tube electronic
Valve carries out control on-off, by adjusting the operating mode of blower unit to change GDCleanTMBio-Tank biochemistry pretreatment unit
(B)、GDCleanTMMCW level-one constructed wetland device (D), GDCleanTMThe operational mode of MCW second level constructed wetland device (F).
7. intelligent bionic domestic sewage processing system according to claim 6, which is characterized in that the Working mould of blower unit
Formula includes unpowered mode, fine motion force mode and high effective model, GDCleanTMThe Working mould of MCW level-one constructed wetland device (D)
Formula includes vertical current constructed wetland mode and horizontal flow artificial wetland mode；Wherein, under unpowered mode, GDCleanTMBio-
Tank biochemistry pretreatment unit (B) is set as anaerobic state, and water outlet directly flows directly into GDClean by overflow port (3)TMMCW mono-
Grade constructed wetland device (D), water outlet meet the discharge of level-one B standard；Under fine motion force mode, GDCleanTMThe biochemical pre- place Bio-Tank
Managing device (B) is micro- oxygen condition, and air needed for being provided by blower unit controls liquid level, conditioning tank by conditioning tank (C)
(C) water outlet flows into GDClean by promoting pump line (5)TMMCW level-one constructed wetland device (D) adjusts GDCleanTMMCW level-one
The operating mode of constructed wetland device (D) is vertical current constructed wetland mode, and water outlet meets level-one A effluent standard；High effective model
Under, GDCleanTMBio-Tank biochemistry pretreatment unit (B) is set as oxygen-enriched state, air needed for being provided by blower unit,
Liquid level is controlled by conditioning tank (C), conditioning tank (C) improves Dissolved Oxygen in Water by aeration, and conditioning tank (C) water outlet is by mentioning
It rises pump line (5) and flows into GDCleanTMMCW level-one constructed wetland device (D), water outlet meet the discharge of level-one B standard.
8. intelligent bionic domestic sewage processing system according to claim 7, which is characterized in that the Working mould of blower unit
When formula is fine motion force mode and high effective model, conditioning tank water pump starts in default high liquid level to be run, and operation to preset liquid level stops
Only run.
9. intelligent bionic domestic sewage processing system according to claim 1, which is characterized in that GDCleanTMMCW level-one
The biofilm packing formed by filler and root system of plant, GDClean is arranged in the constructed wetland device bottom (D)TMMCW second level Manual moist
Dephosphorization filler is arranged in the device bottom (F) in ground, and dephosphorization filler selects one of extra large oyster shell, volcanic rock, zeolite or a variety of, and filler is deep
Degree is respectively 1m and 0.8m；Filler is divided into upper, middle and lower-ranking, and three layers of depth of packing are respectively 5-10cm, 10-25cm, 20-
40cm。
10. intelligent bionic domestic sewage processing system according to claim 9, which is characterized in that GDCleanTMMCW level-one
Constructed wetland device (D) and GDCleanTMThe dephosphorization Plants selection cattail of setting, reed in MCW second level constructed wetland device (F)
Or one of chlorella or a variety of.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821687274.2U CN209636057U (en) | 2018-10-18 | 2018-10-18 | Intelligent bionic domestic sewage processing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821687274.2U CN209636057U (en) | 2018-10-18 | 2018-10-18 | Intelligent bionic domestic sewage processing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209636057U true CN209636057U (en) | 2019-11-15 |
Family
ID=68471434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821687274.2U Active CN209636057U (en) | 2018-10-18 | 2018-10-18 | Intelligent bionic domestic sewage processing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209636057U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109081529A (en) * | 2018-10-18 | 2018-12-25 | 湖北加德科技股份有限公司 | Intelligent bionic domestic sewage processing system |
-
2018
- 2018-10-18 CN CN201821687274.2U patent/CN209636057U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109081529A (en) * | 2018-10-18 | 2018-12-25 | 湖北加德科技股份有限公司 | Intelligent bionic domestic sewage processing system |
| CN109081529B (en) * | 2018-10-18 | 2024-07-02 | 湖北加德科技股份有限公司 | Intelligent bionic domestic sewage treatment method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101935132B (en) | Mixed municipal sewage and fecal sewage A2/O-biomembrane nitrogen and phosphorus synchronous removing device and method thereof | |
| CN109368922B (en) | Manganese ore artificial wetland coupling microbial fuel cell system and application | |
| CN108328879A (en) | A kind of deep bed multiplication MBBR reactors of rural sewage treatment | |
| CN107285558B (en) | Domestic sewage treatment device based on drop-out biological filter tower unit | |
| CN107188379A (en) | A kind of domestic sewage of villages and small towns rural area landscape type total system | |
| CN109626763A (en) | A kind of system and method using group technology purification Lake Water | |
| CN107216004B (en) | Domestic sewage treatment system and method | |
| CN110885161B (en) | Water quality purification and ecological construction system for lake and pond water body and implementation method thereof | |
| CN209636057U (en) | Intelligent bionic domestic sewage processing system | |
| CN112142258B (en) | Resource and standard treatment method for domestic sewage of villages and towns | |
| CN109879528A (en) | Processing method and system of the domestic sewage in rural areas from driving landscape ecological | |
| CN109095728A (en) | A kind of rainfall runoff purification device and purification method | |
| CN102398991B (en) | Undercurrent type garden filter tank sewage treatment system | |
| CN206915937U (en) | A kind of overall process biological deodorizing device | |
| CN109081529A (en) | Intelligent bionic domestic sewage processing system | |
| CN201753301U (en) | Fecal sewage mixture A2/O-biofilm synchronous denitrification and dephosphorization equipment | |
| CN109231458A (en) | A kind of efficiently general oxidation pond of carbon fiber ecological matrix and its construction method | |
| CN212356921U (en) | Decentralized rural sewage treatment device | |
| CN211078600U (en) | Rural distributed domestic sewage integrated ecological treatment system | |
| CN209815903U (en) | Ecological waste water treatment and utilization system | |
| CN208684702U (en) | A kind of modified biological and ecological filter tower | |
| CN105293708B (en) | The purification method and domestic sewage purification device of sanitary sewage | |
| Mao et al. | Research on perfermance improvement of constructed wetland wastewater treatment system | |
| CN110590059A (en) | Rural domestic sewage low-cost sewage treatment system | |
| CN109110924A (en) | A kind of simultaneous phosphorus and nitrogen removal sbr reactor device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |