CN204675957U - Integrated sewage treating apparatus - Google Patents
Integrated sewage treating apparatus Download PDFInfo
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- CN204675957U CN204675957U CN201520279195.8U CN201520279195U CN204675957U CN 204675957 U CN204675957 U CN 204675957U CN 201520279195 U CN201520279195 U CN 201520279195U CN 204675957 U CN204675957 U CN 204675957U
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Abstract
The utility model provides integrated sewage treating apparatus, this waste disposal plant comprise be communicated with successively anaerobic biological treatment pond, Aerobic biological process pond, detention tank and membrane biological reaction pond; Described anaerobic biological treatment pond comprises anaerobic biological treatment pond body and is arranged on the water distributor in anaerobic biological treatment pond, this treating pond top section is clear pelagic division, underclad portion is Sludge Bed district, between described clear pelagic division and described Sludge Bed district, be provided with some 3 D elastic fillers be vertically arranged in parallel, described water distributor is arranged in described Sludge Bed district.The utility model device sewage production cycle and site operation installation period short, can come into operation very soon; Early stage, one-time investment was few, and operation cost is low, simultaneously stable effluent quality, maximum pollution administration discharge, this waste disposal plant volume is little, saves space, and carrying flexibly, can adopt filling type, seldom take surface area, noise is little, can combination fabulous with people around's habitat environment.
Description
Technical field
The utility model relates to environment-protective water process field, is specifically related to a kind of integrated sewage treating apparatus.
Background technology
China is about 6.74 hundred million people in the countryside at present, and more than 250 ten thousand natural villages, every day, more than 3,000 ten thousand tons of quantity of wastewater effluent, accounted for national Sewage Water Emissions amount more than 50%.From 2006 to 2013, National urban wastewater treatment rate rose to 99.1% from 55.7%, at present close to state of saturation; County town wastewater treatment rate rises to 82.6% from 13.6%, and wastewater treatment rate obviously promotes.And village wastewater treatment rate is only 7.0% at present, only the rural domestic sewage treatment ratio of minority developed provinces and cities as Beijing, Tianjin, Shanghai, Jiangsu, Zhejiang, Guangdong etc. can reach about 10%; Shanghai reaches 43%, for the whole nation is the highest; Other most of provinces are also not fully under way, just carried out pilot in part villages and small towns.
" water prevention and cure of pollution action plan " (" ten, water ") is put into effect.According to measuring and calculating, the investment demand that " ten, water " measures is implemented completely will reach 2 trillion yuan.Investment will relate to newly-built sewage treatment facility, mark transformation, pipeline network construction and villages and small towns sewage disposal four bulk are put forward by existing sewage work, and this is also the major fields of Present Domestic sewage disposal.Villages and small towns market of sewage treatment will welcome " large opportunity+challenge greatly ".Predict that China's country sewage quantity discharged in 2015 is about 14,800,000,000 tons.Suppose to reach 20% calculating with processing rate, then rural sewage treatment potential market scale in 2015 can reach 40,800,000,000 yuan (do not comprise facility build up after operation market scale).Villages and small towns market of sewage treatment has a high potential.
Conventional active sludge treatment process shortcoming: floor space is large, operation is complicated, invests high, and energy consumption is large, and sludge yield is higher, and effluent quality is poor, and nitrogen, tp removal rate are low.
The technique capital costs such as artificial swamp, stabilization pond, land treatment system are low, run in energy consumption low, management is simple, while protection of the environment, improve regional area view, be adapted to new countryside construction.But there is effluent quality instability, treatment effect large, the shortcoming such as dwell time of sewage is long and floor space is large affected by environment, be only applicable to weather suitable, there is a large amount of bottom lands and the Rural areas of vacant land.
According to the feature of villages and small towns sewage and country to the requirement of new village of promoting a conservation culture, the technique of suitable China villages and small towns sewage disposal should possess stronger anti impulsion load ability, and removal efficiency is high; Simple process is flexible, stable, maintenance management convenient; Initial cost is economized, working cost is low, save energy and reduce the cost obviously; Present stage process emission request up to standard can be adapted to preferably and consider to carry out the features such as the change of regeneration needs with following.For the treatment process of country sewage dispersion treatment project recommendation in " rural domestic sewage treatment project construction and guide to investment " that national environmental protection portion issues in November, 2013: small-scale artificial wetland, land treatment systems, stabilization pond, purifying biogas generating pit, integrated sewage treating apparatus.
The main Problems existing of wastewater treatment in China has: pipe network is supporting to relatively lag behind, heavy water light mud phenomenon is general, upgrading is very urgent, reuse of wastewater degree is low, the management of the construction operation of sewage work still needs to strengthen and sewage treatment works is not also carried out on a large scale.
Along with China's population increases sharply, water requirement sharply increases progressively.Developing to middle-size and small-size distributing from centralized on a large scale for adapting to China's national situation sewage disposal scale, forming the situation of " based on large-scale, middle-size and small-size complementation ".The application and development of these integrated water treating equipment provides new opportunity.
Utility model content
In view of this, the purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of can the integrated sewage treating apparatus of use of independent assortment configuration.
For realizing above object, the utility model adopts following technical scheme: integrated sewage treating apparatus, and this waste disposal plant comprises anaerobic biological treatment pond, Aerobic biological process pond, detention tank and membrane biological reaction pond; Described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank are communicated with successively with described membrane biological reaction pond.This waste disposal plant also comprises sewage equalizing tank, and described sewage equalizing tank is arranged on front end, described anaerobic biological treatment pond, and is communicated with described anaerobic biological treatment pond.
Further, described anaerobic biological treatment pond comprises anaerobic biological treatment pond body and is arranged on the water distributor in anaerobic biological treatment pond, and described anaerobic biological treatment pond body is provided with water-in and water outlet; This treating pond top section is clear pelagic division, underclad portion is Sludge Bed district, some 3 D elastic fillers be vertically arranged in parallel are provided with between described clear pelagic division and described Sludge Bed district, described water distributor is arranged in described Sludge Bed district, sewage is mixed with the Sludge Bed in described Sludge Bed district fast and equably by described water distributor, and the particulate matter in sewage and colloidalmaterial retain rapidly and adsorb by described Sludge Bed district.
Further, described Aerobic biological process pond comprises Aerobic biological process pond body and is arranged on the aerating apparatus in this Aerobic biological process pond; Described Aerobic biological process pond body is provided with water-in and water outlet; Described aerating apparatus is arranged on bottom described treating pond, and be provided with some combined stuffings be vertically arranged in parallel above described aerating apparatus, described water decanter is connected with described water outlet.
Further, described detention tank comprises settling tank body and sludge pump, the pool wall of described settling tank body is respectively equipped with water-in and water outlet, described settling tank top section is clear water zone, underclad portion is buffer-precipitation district, is provided with some swash plates be vertically arranged in parallel between described clear water zone and described buffer-precipitation district; Described sludge pump is arranged in described buffer-precipitation district, and described sludge pump is communicated with sludge pipe, and the mud that described buffer-precipitation district is precipitated by sludge pipe by described sludge pump is discharged.
Further, described membrane biological reaction pond comprises reaction tank body and is arranged on the filtration unit in described reaction tank, and the pool wall that described reaction tank body is relative is respectively equipped with water-in and water outlet; Described filtration unit comprises the film frame being fixedly installed on reaction tank inside and the membrane module be fixedly installed on film frame, and sewage is entered in reaction tank by described water-in and flowed out by described water outlet after described filtration devices.
Further, one end of described sewage equalizing tank is provided with water-in, and the other end relative with described water-in is provided with water outlet, and the height of described water-in is greater than the height of described water outlet; Described sewage equalizing tank also comprises the flow deflector being arranged on described sewage equalizing tank inside, and described flow deflector is divided into the first flow deflector, the second flow deflector and the 3rd flow deflector; Described first flow deflector one end is fixedly installed on mid-way bottom described sewage equalizing tank, and described sewage equalizing tank is divided into the first regulatory region and the second regulatory region along the direction extension near sewage equalizing tank top by the other end; Described second flow deflector one end is fixedly installed on the pool wall at described first top, regulatory region, and the other end extends along the direction bottom described first regulatory region; Described 3rd flow deflector one end is fixedly installed on the pool wall at described second top, regulatory region, and the other end extends along the direction bottom described second regulatory region.
Further, the cross section of described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank, described membrane biological reaction pond and described sewage sewage equalizing tank is circle or ellipse.
Further, the body of described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank, described membrane biological reaction pond and described sewage equalizing tank all adopts resistance to acids and bases material to make.
Further, described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank, described membrane biological reaction pond and described sewage equalizing tank are respectively equipped with porthole.
The utility model adopts above technical scheme, sewage equalizing tank, anaerobic biological treatment pond, Aerobic biological process pond, detention tank is communicated with successively with membrane biological reaction pond.Sewage is carried out effectively close-coupled processing.The integrated sewage treating apparatus good airproof performance that the utility model provides, adaptable to various ground situation; Acid and alkali-resistance, resistance to oxidation; High/low temperature without distortion, long service life.
The utility model also tool has the following advantages:
1), this integrated sewage treating apparatus volume is little, save and take up an area space, carrying flexibly, save construction cost, when equipment runs, noise is little, can adopt buried layout, seldom take surface area, can afforest or Planting Crops after equipment earthing, not affect the utilization again of land resources, reach the effect of equipment and the perfect adaptation of people around's habitat environment;
2), this integrated sewage treating apparatus profile adopt cylinder design, resistance to compression, resistance to deformation is effective; Cross section Design is the fluidised form that ellipse can improve sewage greatly, reduces the short stream in sewage treatment process and dead angle area, effectively improves the decontamination effect improving of sewage.
3), this integrated sewage treating apparatus adopts industrialization modularized production mode, realizes mass, mass-producing, standardized production.The device fabrication cycle is short, can effective control for product quality.It is short that device context installation can realize the standardized work cycle, can come into operation very soon; Early stage, one-time investment was few, and operation cost is low.
4), require module to carry out independent assortment according to on-site actual situations and different Inlet and outlet water.So just greatly widen the scope of application of equipment, and meet different Chinese effluent requirements.
5), this integrated sewage treating apparatus structurally takes the design of dividing plate upper and lower staggered floor, and sewage is in a device in circulation type flashing fluidised form, and matrix is transmitted smooth, and obvious processing effect improves.Solve usual integrated water treatment equipment single flow flashing, the common fault that short stream treatment effect is not good.
6), according to amount of inlet water, water quality difference and water outlet requirement, freely rationally waste disposal plant can be assembled.According to the practical situation of influent quality, the pretreatment units such as grid, lift pump room, oil trap, sewage equalizing tank and coagulation reaction tank before anaerobic biological treatment pond, can be increased.Also can require to increase biological filter after settling tank according to effluent quality, more medium filter, ultraviolet (ozone, dioxide peroxide) disinfecting reactor, film treatment facility carry out advanced treatment, to meet the requirement high to effluent quality.
Accompanying drawing explanation
Fig. 1 is the utility model integrated sewage treating apparatus structural representation;
Fig. 2 is the sewage equalizing tank structural representation of the utility model integrated sewage treating apparatus;
Fig. 3 is the anaerobic biological treatment pond structure schematic diagram of the utility model integrated sewage treating apparatus;
Fig. 4 is the Aerobic biological process pool structure schematic diagram of the utility model integrated sewage treating apparatus;
Fig. 5 is the water decanter vertical view in Aerobic biological process pond in Fig. 4;
Fig. 6 is the water decanter front view in Aerobic biological process pond in Fig. 4;
Fig. 7 is the detention tank structural representation of the utility model integrated sewage treating apparatus;
Fig. 8 is the effluent weir mouth structure schematic diagram of detention tank in Fig. 7;
Fig. 9 is the membrane biological reaction pool structure schematic diagram of the utility model integrated sewage treating apparatus.
In sewage equalizing tank schematic diagram:
11, water-in; 12, water outlet; 13, the first flow deflector; 14, the second flow deflector; 15, the 3rd flow deflector; 16, the first regulatory region; 17, the second regulatory region; 18, porthole;
In the schematic diagram of anaerobic biological treatment pond:
21, water-in; 22,3 D elastic filler; 23, water distributor; 24, heating controller; 25, water outlet; 26, Sludge Bed district; 27, clear pelagic division; 28, heating installation; 29, porthole;
In the schematic diagram of Aerobic biological process pond:
31, ventpipe; 32, water-in; 33, combined stuffing; 34, aeration plate; 35, communicating pipe; 36, water outlet; 37, bearing; 38, tank; 39, drive unit; 310, drive link; 311, porthole;
In detention tank schematic diagram:
41, water-in; 42, returned sluge pipeline; 43, swash plate; 44, sludge pump; 45, water outlet; 46, the outer discharge pipe of mud; 47, clear water zone; 48, buffer-precipitation district; 49, mud district; 410, V-notch weir; 411, water outlet weir plate; 412, posticum; 413, inlet channel, 414, porthole;
In the schematic diagram of membrane biological reaction pond:
51, water-in; 52, water outlet; 53, film frame; 54, membrane module; 55, aeration plate; 56, ventpipe; 57, ultraviolet disinfection equipment; 58, vacuum primingpump; 59, porthole.
Embodiment
As shown in Figure 1, the utility model provides integrated sewage treating apparatus, and this waste disposal plant comprises anaerobic biological treatment pond 2, Aerobic biological process pond 3, detention tank 4 and membrane biological reaction pond 5; Described anaerobic biological treatment pond 2, described Aerobic biological process pond 2, described detention tank 4 are communicated with successively with described membrane biological reaction pond 5.This waste disposal plant also comprises sewage equalizing tank 1, and described sewage equalizing tank 1 is arranged on front end, described anaerobic biological treatment pond 2, and is communicated with described anaerobic biological treatment pond 2.
In order to be described in further detail the utility model patent, now classification declaration is done to described sewage equalizing tank 1, described anaerobic biological treatment pond 2, described Aerobic biological process pond 3, described detention tank 4 and described membrane biological reaction pond 5, the above-mentioned sewage treatment unit provided in the present embodiment can use by independent assortment, also can be used alone.
First part, is described further sewage equalizing tank 1:
Described sewage equalizing tank 1 is arranged on front end, described anaerobic biological treatment pond 2 according to practical situation, and it is not the necessary parts of the utility model patent.Now specifically details are as follows:
As shown in Figure 2, provide a kind of sewage equalizing tank 1 in the present embodiment and comprise sewage equalizing tank body, described sewage equalizing tank body is right cylinder, one end of described sewage equalizing tank is provided with water-in 11, the other end relative with described water-in 11 is provided with water outlet 12, and the height of described water-in 11 is greater than the height of described water outlet 12; Described sewage equalizing tank 1 also comprises the flow deflector being arranged on described sewage equalizing tank inside, and described flow deflector is divided into the first flow deflector 13, second flow deflector 14 and the 3rd flow deflector 15; Described first flow deflector 13 one end is fixedly installed on mid-way bottom described sewage equalizing tank, and described sewage equalizing tank is divided into the first regulatory region 16 and the second regulatory region 17 along the direction extension near sewage equalizing tank top by the other end; Described second flow deflector 14 one end is fixedly installed on the pool wall at described first top, regulatory region 16, and the other end extends along the direction bottom described first regulatory region 16; Described 3rd flow deflector 15 one end is fixedly installed on the pool wall at described second top, regulatory region 17, and the other end extends along the direction bottom described second regulatory region 17.
The equalizing tank of sewage described in the present embodiment bodies top offers porthole 18.Described sewage equalizing tank body and flow deflector all adopt resistance to acids and bases material to make.Described resistance to acids and bases material is glass fibre or polypropylene.Described sewage equalizing tank body is embedded in underground.
Described sewage equalizing tank alternative arranges submersible sewage pump (not shown), described submersible sewage pump is arranged at described the sewage equalizing tank end, pond 1, described submersible sewage pump is communicated with sludge pipe, and the mud precipitated in described sewage equalizing tank is discharged by sludge pipe by described submersible sewage pump.
Now be described further with regard to its principle of work: sewage equalizing tank 1 is actual is a retention basin becoming water level, and water inlet is generally run by gravity, and water outlet is by liquid level difference gravity flow or promote with pump.In pond, top water-level is not higher than the design height of water inlet pipe, and lowest water level is dead water level.Three flow deflectors are used described sewage equalizing tank to be divided into the first regulatory region 16 and the second regulatory region 17; Surge capability to sewage treatment load is effectively provided, prevents the sharply change for the treatment of system load; Further minimizing enters the fluctuation of the treatment system discharge of sewage, stable system processing load.
The water yield that town sewage was discharged in one day 24 hours and water quality are fluctuation changes.Generally, small and medium-sized cities (or service for life district) is larger than big city fluctuation.Like this to the treatment facility of sewage work, particularly biological treatment facility or bio-reaction system processing capacity normally play is disadvantageous, even may be destroyed.Therefore, sewage equalizing tank is set before Sewage treatment systems, with all with water quality, deposit to be full of and fill a vacancy.
Second section, is described further as follows to anaerobic biological treatment pond 2:
As shown in Figure 3, a kind of anaerobic biological treatment pond 2 is provided in the present embodiment, comprise treating pond body and be arranged on the water distributor 23 in treating pond, described treating pond body one end face is provided with water-in 21 near treating pond top place, and on other end corresponding thereto, bottom treating pond, place is provided with water outlet 25; This treating pond top section is clear pelagic division 27, underclad portion is Sludge Bed district 26, some 3 D elastic fillers 22 be vertically arranged in parallel are provided with between described clear pelagic division 27 and described Sludge Bed district 26, described water distributor 23 is arranged in described Sludge Bed district 26, sewage is mixed with the Sludge Bed in described Sludge Bed district 26 fast and equably by described water distributor 23, and the particulate matter in sewage and colloidalmaterial retain rapidly and adsorb by described Sludge Bed district 26.
Described anaerobic biological treatment pond also comprises heating installation 28 and heating controller 24, and described heating installation 28 is electrically connected with described controller 24, and described heating installation 28 is arranged on treating pond inside.Described anaerobic biological treatment pond also comprises the temperature sensor (not shown) be arranged in treating pond, for keeping bacterial activity, treating pond internal temperature control is between 10 DEG C to 35 DEG C, when temperature sensor detects treating pond internal temperature higher than 35 DEG C, heating controller controls heating installation and quits work, when temperature sensor detects treating pond internal temperature lower than 10 DEG C, heating controller controls heating installation unlatching work.
The body for the treatment of pond described in the present embodiment is embedded in underground.Described treating pond cross section is circular or oval.Porthole 29 is provided with in described treating pond bodies top.Described treating pond body adopts resistance to acids and bases material to make.Described resistance to acids and bases material is glass fibre or polypropylene.
As a kind of preferential embodiment, the anaerobic biological treatment pond that the utility model provides is also supporting is provided with Aerobic biological process pond 3, and the sewage after described anaerobic biological treatment pond 2 processes flow in described Aerobic biological process pond 3 certainly through described water outlet 25.
Below the utility model is described further:
Treatment sewage is entered in pond by water distributor 23, and is mixed fast and equably with Sludge Bed by water distributor 23.Sludge Bed is thicker, is similar to filtering layer, thus the particulate matter in water inlet and colloidalmaterial are retained rapidly and adsorbed.Due to the double oxygen microorganism containing high density in Sludge Bed, in pond under anoxia condition, the organic substance be retained down is under a large amount of oxygen microbial hydrolytic-acid production of holding concurrently, being dissolved matter by insoluble hydrolysis of organic matter, by macromole, being difficult to biodegradable Substance Transformation for being easy to biodegradable material; Due to the sludge age of acidication longer (15 ~ 20 days), so adopt hydrolysis acidification pool to replace conventional preliminary sedimentation tank, except reach retain suspended substance in sewage object except, denitrogenation object can also be reached simultaneously.
The denitrification process of sewage in anaerobic biological treatment pond 2 is completed by denitrifying bacteria.The bacterium of this kind of reaction mainly contains the facultative bacterias such as proteus, micrococcus sp, Rhodopseudomonas, Bacillus, Alkaligenes, Flavobacterium.Anti-nitration reaction course is: NO
3-→ NO
2-→ NO → N
2o → N
2finally reach the effect of denitrogenation.
According to scene water inlet elevation of water surface and water yield changing conditions, sewage sewage equalizing tank 1 is set before anaerobic biological treatment pond 2.Sewage enters subsequent disposal through baffle plate baffling, reduces, because of the excessive impact caused device of amount of inlet water change, to improve wastewater treatment efficiency, extension fixture work-ing life.Heating installation 28 can be established in anaerobic biological treatment apparatus for high-concentration waste water, maintain temperature in anaerobic biological treatment pond 2 and, at 20 ~ 35 DEG C, accelerate microbial metabolism effect, improve sewage treating efficiency.
Part III, is described further as follows to Aerobic biological process pond 3:
As shown in Figure 4, in the present embodiment, provide a kind of Aerobic biological process pond 3, comprise treating pond body and be arranged on the aerating apparatus in this treating pond; Described treating pond body is provided with water-in 32 and water outlet 36; Described aerating apparatus is arranged on bottom described treating pond, and be provided with some combined stuffings 33 be vertically arranged in parallel above described aerating apparatus, described water decanter is connected with described water outlet 36.
Described aerating apparatus comprises aeration plate 34 and ventpipe 31 as shown in Figure 4, and described aeration plate 34 is arranged on bottom described treating pond, and described aeration plate 34 is connected with extraneous source of the gas by described ventpipe 31.Aerating apparatus is set, on the one hand for aerobic bacteria provides the aerobic environment needed for anabolism, biochemical reaction; Even water quality is to improve sewage treating efficiency on the other hand.Source of the gas has gas blower or submersible aerator to provide usually.
Described combined stuffing 34 is two circle plastic hoops, and described two circle plastic hoop is suppressed by hydroformylation fiber or POLYESTER YARNS, and the inner ring profile of described two circle plastic hoop is flakes.Specifically, combined stuffing 34 is development on the basis of soft-filler and semi soft packing, and it has both advantage concurrently.Its structure plastic disks clinching is made into the large plastic hoop of two circle, is pressed on the ring of ring, fibrous bundle is uniformly distributed by hydroformylation fiber or POLYESTER YARNS; Inner ring is flakes plastics branches, can biofilm, effectively can cut bubble again, improves transfer rate and the utilization ratio of oxygen.Water, gas are fully exchanged in microbial film, and the organism in water is efficiently processed.Feature: specific surface area is large, coefficient of oxygen utilization is high, pore changeable, do not block, the advantage such as applied widely.
As shown in Figure 5 or Figure 6, described water decanter comprises bearing 37, tank 38 and communicating pipe 35, described bearing 37 is fixedly installed in treating pond near described water outlet 36 place, described communicating pipe 35 is arranged on bearing 37, one end of described communicating pipe 35 is fixedly connected with tank 38, and the other end of described communicating pipe 35 is communicated with described water outlet 36.This water decanter also comprises drive unit 39 and drive link 310, and described drive unit 39 drives water decanter to operate by described drive link 310.
Treating pond cross section described in the present embodiment is circular or oval.Described treating pond bodies top is provided with porthole 311.Described treating pond body is embedded in underground.
Generally described treating pond body adopts resistance to acids and bases material to make.Described resistance to acids and bases material is glass fibre or polypropylene.
Specifically the high strength such as glass fibre, polypropylene resistance to acids and bases material is adopted.Device intensity is high, good airproof performance, adaptable to various ground situation; Acid and alkali-resistance, resistance to oxidation; High/low temperature without distortion, long service life; Fund cost and time cost low.Solve existing integrated water treatment equipment and adopt that carbon steel plasticity is poor, perishable, poor toughness, fund and time cost are high; And adopt that glass reinforced plastic is fragile, easy fracture, toughness and flexibility are poor, fund and the high problem of time cost.
Water decanter can bleeding stage with change of level automatic lifting, by processed supernatant liquor from surface discharge.And the scum silica frost on surface is trapped in reaction tank effectively.The object reach mud-water separation, purifying water.And water decanter structure is simple, be convenient to safeguard; Adaptable for water quality and quantity; Without the need to power wheel drive, energy-efficient, reduce construction investment.
Part IV, is now described further as follows to described settling tank 4:
As shown in Figure 7, a kind of detention tank is provided in the present embodiment, comprise settling tank body and sludge pump 44, the pool wall of described settling tank body is respectively equipped with water-in 41 and water outlet 45, described settling tank top section is clear water zone 47, underclad portion is buffer-precipitation district 48, and floor portions is mud district 49, is provided with some swash plates 43 be vertically arranged in parallel between described clear water zone 47 and described buffer-precipitation district 48; Described sludge pump 44 is arranged in described buffer-precipitation district 48, and described sludge pump 44 is communicated with sludge pipe, and the mud that described buffer-precipitation district is precipitated by sludge pipe by described sludge pump 44 is discharged.
Described sludge pump 44 it should be noted that the buffer-precipitation district 48 described in the utility model comprises described mud district 49, so also can be arranged in the mud district 49 of bottom.
It should be noted that described sludge pipe branches into returned sluge pipeline 42 and the outer discharge pipe 46 of mud, by the mud directly outer row of the outer discharge pipe 46 of described mud, in the Aerobic biological process device (not shown) arranged to matching by the mud pumpback of described returned sluge pipeline 42.
The detention tank that the present embodiment provides also comprises framework (not shown), and described framework is fixed on settling tank inside, for installing the swash plate 44 be vertically arranged in parallel.
Described detention tank also comprises inlet channel 413, and described inlet channel 413 is arranged in described settling tank body, and its one end is communicated with described water-in 41, and the other end extends downward below swash plate 43.
In the present embodiment, high-efficiency sewage settling tank has coagulation-flocculation-precipitation integral function, and bio-chemical effluent gravity flow enters high-efficiency sewage settling tank via pipe core, and pipe core water inlet flow velocity is not more than 30mm/s.
Described buffer-precipitation district cross section is V-shaped, and described sludge pump 44 is arranged on bottom V-arrangement buffer-precipitation district.Described settling tank cross section is circular or oval.
On the pool wall of described clear water zone 47 part that described water outlet 45 is arranged, this water outlet 45 is adjustable for height water outlet crest of weir.The clear liquid of described clear water zone enters MBR membrane biological reaction pond by leg-of-mutton water outlet crest of weir and carries out advanced treatment.The Novel state Waste Water Treatment that MBR (Membrane Bio-Reactor) is membrane separation technique and biologic treating technique combination.
As described in Figure 8, this adjustable for height water outlet crest of weir comprises V-notch weir 410, water outlet weir plate 411 and posticum 412;
The body of settling tank described in the present embodiment adopts resistance to acids and bases material to make.Described resistance to acids and bases material is glass fibre or polypropylene.Porthole 414 is provided with in described settling tank bodies top.Described settling tank body is embedded in underground.
Described detention tank is also supporting is provided with Aerobic biological process device, sewage after the process of described Aerobic biological process device flow in described settling tank certainly through described water outlet 45, and by described sludge pump 44 by the mud pumpback in buffer-precipitation district 48 to described Aerobic biological process pond 4.To maintain microorganism concn in reactor, the object of dephosphorization denitrification can be reached simultaneously.Residual active sludge can compost treatment, or recycles as bacterial classification.Settling tank clarification and effluent water quality is lasting, stable reaches national town sewage emission standard.
Part V, is described further as follows to described membrane biological reaction pond 5:
As shown in Figure 9, the utility model provides a kind of membrane biological reaction pond 5, comprises reaction tank body and is arranged on the filtration unit in described reaction tank, the pool wall that described reaction tank body is relative is respectively equipped with water-in 51 and water outlet 52; Described filtration unit comprises the film frame 53 being fixedly installed on reaction tank inside and the membrane module 54 be fixedly installed on film frame, and sewage is entered in reaction tank by described water-in 51 and flowed out by described water outlet 52 after described filtration devices.
Described membrane biological reaction pond also comprises aerating apparatus, and described aerating apparatus is arranged on immediately below the inner described membrane module of reaction tank.Described aerating apparatus source of the gas is provided by roots blower or submersible aerator.
Described membrane biological reaction pond 5 also comprises aeration plate 55 and ventpipe 56, and described aeration plate 55 is arranged on immediately below the inner described membrane module 54 of reaction tank, and described aeration plate 55 is connected with extraneous source of the gas by described ventpipe 56.
Described membrane biological reaction pond 5 also comprises ultraviolet disinfection equipment 57 and vacuum primingpump 58, and described filtration unit, described vacuum primingpump 58, described ultraviolet disinfection equipment 57 are connected successively with described water outlet 52.
Membrane module 54 in described filtration unit is ultra-filtration membrane or microfiltration membrane.
Described membrane biological reaction pond cross section is circular or oval.
Described reaction tank body adopts resistance to acids and bases material to make.
Described reaction tank bodies top is provided with porthole 59.
Below the utility model is described further:
Replace settling tank with membrane module 54 in the present embodiment, in bio-reactor, keep high reactivity sludge concentration to reduce sewage treatment facility take up an area, and by keeping low sludge loading to reduce sludge quantity.Compared with traditional biochemical water technology, MBR has following principal feature: processing efficiency is high, effluent quality good; Facility compact, floor space are little; Easy realization controls automatically, operational management is simple.Since the eighties, this technology more and more comes into one's own, one of focus becoming research.China is very rapid to the progress of MBR, is widely used in the field such as sewage disposal and Treated sewage reusing.
50% floor space, compared with traditional, can be saved in the membrane biological reaction pond 5 provided in the present embodiment, this system can maintain higher MLSS value (< 15g/L) and the residence time short, degradation efficiency is high; For different water inlets, have stable product water water quality, surplus sludge volume is few, decreases sludge treatment expense, consumes energy low, and cleaning is simple, and working cost is low.
Membrane biological reaction pond 5 comprises biochemical part and membrane sepn part, and biochemical part adopts biological bacteria organics removal matter, and membrane sepn part adopts built-in microfiltration membrane to be separated.For submerged MBR, both using ultrafiltration membranes, also microfiltration membrane can be used.Because the gel coat on film surface also serves filteration, when processing sanitary sewage, the effluent quality of microfiltration membrane and ultra-filtration membrane does not have significant difference, therefore the many employings of submerged MBR 0.1-0.4 μm of microfiltration membrane.
But find in the research that submerged MBRs is disposed of sewage: when aeration intensity is enough large (gas-water ratio is similar to 100:1), when MLSS changes to 35g/L by 10g/L, MLSS and membrane flux do not have obvious phase husband property; If but reduced heating installation intensity, MLSS might produce certain impact to membrane flux.
Sludge concentration is the important parameter of MBR system, not only affects organic removal ability, also has an impact to membrane flux.Under certain condition, sludge concentration is higher, and membrane flux is lower.Sludge concentration is to the influence degree of membrane flux and aeration intensity, and face circulation velocity, HYDRODYNAMIC CONDITION RELATING TO etc. are closely related.All there is the critical membrane flux of a mud in a large amount of deposition in film surface to sludge concentration different in submerged MBRs, when membrane flux is less than critical membrane flux, fouling membrane causes primarily of the deposition of dissolved organic matter at face; When membrane flux is greater than critical membrane flux, fouling membrane causes primarily of the deposition of suspended sludge at face; When sludge concentration is lower, aeration intensity is little to the pollution effect of film, under middle and high sludge concentration condition, increases aeration intensity and is conducive to decelerating membrane pollution;
In anaerobism MBR, sludge concentration raises slowly, and sludge loading and volumetric loading almost correlation, therefore anaerobism MBR effluent quality is subject to the impact of volumetric loading.And in aerobic MBR, sludge concentration raises rapidly with the increase of volumetric loading, organic matter removal speed is accelerated, and sludge loading remains unchanged substantially, thus suppresses the deterioration of effluent quality.
Under the prerequisite ensureing effluent quality, membrane flux should be large as far as possible, and can reduce the usable floor area of film like this, reduce capital cost and working cost, therefore controlling diaphragm pollutes, and keeping higher membrane flux, is the important content of the research of MBR.Existing mould material can be divided into organic membrane and mineral membrane two kinds.Because higher cost of investment limits the widespread use of mineral membrane in China, domestic MBR is once all over adopting organic membrane, and conventional mould material is polyethylene, polypropylene etc.Submerged MBRs membrane reactor is in fact a kind of circulation cross flow filter mode.Design adopts subtend cross-flow fluid structure, improves intermembranous liquid upflow velocity, larger aeration rate is served wash away the cross flow filter effect on film surface to seem particularly important for submerged MBR.
Energy consumption is the important evaluation index of of sewage treatment process, is directly connected to the feasibility for the treatment of process.At present, conventional separate type MBR operation energy consumption is 3-4kwh/m
3, submerged MBR operation energy consumption is 2kwh/m
3below, far above activated sludge process 0.3-0.4kwh/m
3, higher working cost runs into subject matter during MBR applies.Many results of study show: energy consumption is the major cause causing MBR working cost high.
MBR membrane bioreactor is good as a kind for the treatment of effect, and the membrane technology of stable advanced person had been commonly used in sewage disposal and Treated sewage reusing field in recent years.Be mainly used in turbidity removal bacteriological filtration in tap water and sewage disposal and the poor industrial organic waste water process of biodegradability and the pretreatment technology as RO reverse osmosis desalination at present.
The water outlet of MBR membrane bioreactor by vacuum primingpump extract by transport pipe to ultra violet sterilizer, discharge outside pond after ultraviolet-sterilization process.
In the present embodiment, sterilization pool adopts uv sterilisation technique, and uv sterilisation technique mainly contains disinfection by ultraviolet light canal, ultraviolet lamp stand, quartz burner, washing unit, power distribution unit and operating device.There is the advantage that sterilizing scope is wide, effective, need not add chemical agent, easy to use, non-secondary pollution.Uv sterilisation processing unit simply saves space.In operation, sewage can reach national regulation discharge after uv sterilisation.
Have the ultraviolet (UV) C (280nm-200nm) being mainly positioned at C-band of virus killing effect in disinfection by ultraviolet light, its sterilizing ability is mainly because ultraviolet can produce photochemical damage to the nucleic acid of microorganism.
The advantage of disinfection by ultraviolet light has: have broad-spectrum disinfectant effect to invasive organism, disinfection efficiency is high; Special efficacy disinfection is had to Cryptosporidium parvum oocysts suspended; Do not produce poisonous, harmful side product; Smelly, peculiar smell and degraded micro quantity organic pollutant can be reduced; Floor space is little, sterilisation effect affects little by water temperature, pH value.
UV disinfection system chief component is ultraviolet lamp, place the quartz socket tube of ultraviolet lamp, system support structure, to provide the barretter of regulated supply and provide the power supply of energy for barretter for ultraviolet lamp.Ultraviolet disinfector is divided into open type and closed by the difference on current border.
Disinfection by ultraviolet light metering is the achievement of all ultraviolet radiation intensities and time shutter.The size of disinfection by ultraviolet light metering with in effluent quality, water contained by substance classes, fluorescent tube the many factors such as scale coefficient relevant, can determine according to testing data or similar service experience; Also can the standard of clicking determine, namely the water outlet of second-stage treatment is 15 ~ 22mj/cm
2; Reuse water is 24 ~ 30mj/cm
2.Illumination 10 ~ 100s duration of contact.The design of uviolizing canal should meet following requirement: irradiate water in a canal stream uniform, the canal length before and after fluorescent tube should not be less than 1m; The depth of water should meet the eye mask requirement of fluorescent tube; Uviolizing canal should not be less than 2, when employing 1 should arrange to surmount canal.In sterilizer, flow rate of water flow is preferably not less than 0.3m/s, to reduce sleeve scaling, can adopt series operation, to ensure required duration of contact.
Closed ultraviolet disinfector belongs to pressure-bearing type, and the water body be sterilized flows through the space of being wrapped up with the UV-lamp of band quartz socket tube by metal cylinder, accepts uviolizing, thus reaches sterilisation purpose.Closedly commonly use stainless steel or aluminium alloy manufacture at outside line sterilizer cylindrical shell.In order to improve ultraviolet reflection potential and enhanced rad intensity, its inwall does polished finish more, installs the ultraviolet lamp with quartz socket tube in cylinder, according to the quantity of the size adjustment ultraviolet lamp of the process water yield.Some ultraviolet disinfectors have installed spiral vane additional at cylinder inboard wall, its advantage mainly contains: the kinestate that can change current, thus avoid occurring dead water region, and suspended solids can be smashed in the edge of its turbulent flow produced and blade, make the microbial exposure being attached to its surface under ultraviolet radiation, thus improve disinfection efficiency.
Roots blower or submersible aerator is adopted in the present embodiment.Roots blower economy and durability, without the need to lubrication, long service life, dynamic equilibrium is good.Transport six the suction and discharge processes that circled, volumetric efficiency is high.
Submersible aerator carries out oxygenation and mixing to the mixed solution of sewage sludge, and carries out biochemical treatment or cultivation oxygenation to sewage. and air input is 5-40m
3/ h, oxygen transfer rate 0.30-32kg
2/ h, power of motor is 0.50-25kw. advantage:
1) compact construction, floor space are little, easy for installation;
2) except suction opening, pull the plug operation, noise of rest part is little;
3) suck air many, produce bubble many and thin, dissolved-air rate is high;
4) need not provide source of the gas, save gas blower, construction investment is few;
5) adopt advanced membrane technology, effluent quality is good, and equipment operation management runs easy, reliable, stable water outlet.
The integrated water treatment equipment water-in that the utility model provides enters anaerobic biological treatment pond 2, sewage mixes fast and uniformly with Sludge Bed, by the effect degradation of organic substances of anaerobion (comprising facultative microbe), complete bio anaerobic digestion, purifying treatment is carried out to sewage.Sewage after purification is flow automatically by anaerobic biological treatment pond 2 water outlet and enters Aerobic biological process pond 3.Organism most of in sewage is degraded further by anabolic action by the microorganism be attached in Aerobic biological process pond 3 on filler under aerobic environment; The effect that nitration reaction reaches denitrogenation is carried out by Nitrosomas and Nitromonas; And the effect removing phosphor in sewage is reached by the excess ingestion ability of polyP bacteria to phosphorus.
The utility model is not limited to above-mentioned preferred forms; anyone can draw other various forms of products under enlightenment of the present utility model; no matter but any change is done in its shape or structure; every have identical with the application or akin technical scheme, all drops within protection domain of the present utility model.
Claims (9)
1. integrated sewage treating apparatus, is characterized in that: this waste disposal plant comprises anaerobic biological treatment pond, Aerobic biological process pond, detention tank and membrane biological reaction pond; Described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank are communicated with successively with described membrane biological reaction pond;
Described anaerobic biological treatment pond comprises anaerobic biological treatment pond body and is arranged on the water distributor in anaerobic biological treatment pond, and described anaerobic biological treatment pond body is provided with water-in and water outlet; This treating pond top section is clear pelagic division, underclad portion is Sludge Bed district, some 3 D elastic fillers be vertically arranged in parallel are provided with between described clear pelagic division and described Sludge Bed district, described water distributor is arranged in described Sludge Bed district, sewage is mixed with the Sludge Bed in described Sludge Bed district fast and equably by described water distributor, and the particulate matter in sewage and colloidalmaterial retain rapidly and adsorb by described Sludge Bed district.
2. integrated sewage treating apparatus according to claim 1, is characterized in that: this waste disposal plant also comprises sewage equalizing tank, and described sewage equalizing tank is arranged on front end, described anaerobic biological treatment pond, and is communicated with described anaerobic biological treatment pond.
3. integrated sewage treating apparatus according to claim 1, is characterized in that: described Aerobic biological process pond comprises Aerobic biological process pond body and is arranged on the aerating apparatus in this Aerobic biological process pond; Described Aerobic biological process pond body is provided with water-in and water outlet; Described aerating apparatus is arranged on bottom described treating pond, and be provided with some combined stuffings be vertically arranged in parallel above described aerating apparatus, described water decanter is connected with described water outlet.
4. integrated sewage treating apparatus according to claim 1, it is characterized in that: described detention tank comprises settling tank body and sludge pump, the pool wall of described settling tank body is respectively equipped with water-in and water outlet, described settling tank top section is clear water zone, underclad portion is buffer-precipitation district, is provided with some swash plates be vertically arranged in parallel between described clear water zone and described buffer-precipitation district; Described sludge pump is arranged in described buffer-precipitation district, and described sludge pump is communicated with sludge pipe, and the mud that described buffer-precipitation district is precipitated by sludge pipe by described sludge pump is discharged.
5. integrated sewage treating apparatus according to claim 1, it is characterized in that: described membrane biological reaction pond comprises reaction tank body and is arranged on the filtration unit in described reaction tank, and the pool wall that described reaction tank body is relative is respectively equipped with water-in and water outlet; Described filtration unit comprises the film frame being fixedly installed on reaction tank inside and the membrane module be fixedly installed on film frame, and sewage is entered in reaction tank by described water-in and flowed out by described water outlet after described filtration devices.
6. integrated sewage treating apparatus according to claim 2, is characterized in that: one end of described sewage equalizing tank is provided with water-in, and the other end relative with described water-in is provided with water outlet, and the height of described water-in is greater than the height of described water outlet;
Described sewage equalizing tank also comprises the flow deflector being arranged on described sewage equalizing tank inside, and described flow deflector is divided into the first flow deflector, the second flow deflector and the 3rd flow deflector;
Described first flow deflector one end is fixedly installed on mid-way bottom described sewage equalizing tank, and described sewage equalizing tank is divided into the first regulatory region and the second regulatory region along the direction extension near sewage equalizing tank top by the other end;
Described second flow deflector one end is fixedly installed on the pool wall at described first top, regulatory region, and the other end extends along the direction bottom described first regulatory region;
Described 3rd flow deflector one end is fixedly installed on the pool wall at described second top, regulatory region, and the other end extends along the direction bottom described second regulatory region.
7. the integrated sewage treating apparatus according to any one of claim 2 to 6, is characterized in that: the cross section of described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank, described membrane biological reaction pond and described sewage equalizing tank is circle or ellipse.
8. the integrated sewage treating apparatus according to any one of claim 2 to 6, is characterized in that: the body of described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank, described membrane biological reaction pond and described sewage equalizing tank all adopts resistance to acids and bases material to make.
9. the integrated sewage treating apparatus according to any one of claim 2 to 6, is characterized in that: described anaerobic biological treatment pond, described Aerobic biological process pond, described detention tank, described membrane biological reaction pond and described sewage equalizing tank are respectively equipped with porthole.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104829056A (en) * | 2015-04-30 | 2015-08-12 | 北京国栋尚德水务投资有限公司 | Integrated sewage treatment apparatus, and sewage treatment process flow using apparatus |
| CN105565608A (en) * | 2016-02-03 | 2016-05-11 | 中北大学 | Data mining based sewage treatment system |
| CN105859035A (en) * | 2016-05-12 | 2016-08-17 | 南京海益环保工程有限公司 | Reclaimed water reuse and treatment process |
| CN106007200A (en) * | 2016-07-04 | 2016-10-12 | 宜兴市永加化工有限公司 | Method for treating wastewater |
| CN108341560A (en) * | 2018-04-27 | 2018-07-31 | 江苏环集团有限公司 | A kind of Small Town Wastewater treatment process based on anaerobism MBR technology |
| CN110845009A (en) * | 2019-11-09 | 2020-02-28 | 上海电站辅机厂有限公司 | Anaerobic and aerobic biochemical integrated device |
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2015
- 2015-04-30 CN CN201520279195.8U patent/CN204675957U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104829056A (en) * | 2015-04-30 | 2015-08-12 | 北京国栋尚德水务投资有限公司 | Integrated sewage treatment apparatus, and sewage treatment process flow using apparatus |
| CN105565608A (en) * | 2016-02-03 | 2016-05-11 | 中北大学 | Data mining based sewage treatment system |
| CN105565608B (en) * | 2016-02-03 | 2017-11-10 | 中北大学 | A kind of sewage disposal system based on data mining |
| CN105859035A (en) * | 2016-05-12 | 2016-08-17 | 南京海益环保工程有限公司 | Reclaimed water reuse and treatment process |
| CN106007200A (en) * | 2016-07-04 | 2016-10-12 | 宜兴市永加化工有限公司 | Method for treating wastewater |
| CN108341560A (en) * | 2018-04-27 | 2018-07-31 | 江苏环集团有限公司 | A kind of Small Town Wastewater treatment process based on anaerobism MBR technology |
| CN110845009A (en) * | 2019-11-09 | 2020-02-28 | 上海电站辅机厂有限公司 | Anaerobic and aerobic biochemical integrated device |
| CN110845009B (en) * | 2019-11-09 | 2023-08-01 | 上海电站辅机厂有限公司 | Anoxic and aerobic biochemical integrated device |
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| CB03 | Change of inventor or designer information |
Inventor after: Zhang Jianxin Inventor after: Wang Jing Inventor before: Jia Ning Inventor before: Zhang Jianxin Inventor before: Wang Jing Inventor before: Wang Xuelei Inventor before: Wang Jianfeng |
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Effective date of registration: 20171109 Address after: 072750 Hebei city of Baoding province Zhuozhou City Development Zone Keyuan Road No. 11 Patentee after: Fang Fang environment Co., Ltd. Address before: 100073, room 805, building 6, Fortune Plaza, fortune 9, Guang'an Road, Beijing, Fengtai District Patentee before: Beijing Guo Dongshangde water affairs investment company limited |