CN105366799B - A kind of cage type biological filler sewage-treatment plant and its method of work and application - Google Patents

A kind of cage type biological filler sewage-treatment plant and its method of work and application Download PDF

Info

Publication number
CN105366799B
CN105366799B CN201510930121.0A CN201510930121A CN105366799B CN 105366799 B CN105366799 B CN 105366799B CN 201510930121 A CN201510930121 A CN 201510930121A CN 105366799 B CN105366799 B CN 105366799B
Authority
CN
China
Prior art keywords
sewage
filler
net cage
treatment plant
type biological
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
Application number
CN201510930121.0A
Other languages
Chinese (zh)
Other versions
CN105366799A (en
Inventor
徐世平
刘斌
顾景景
孙翔
岳敏
岳钦艳
高宝玉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University
Original Assignee
Shandong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shandong University filed Critical Shandong University
Priority to CN201510930121.0A priority Critical patent/CN105366799B/en
Publication of CN105366799A publication Critical patent/CN105366799A/en
Application granted granted Critical
Publication of CN105366799B publication Critical patent/CN105366799B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/28Anaerobic digestion processes
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The present invention relates to a kind of cage type biological filler sewage-treatment plant and its method of work and applications, belong to field of biological sewage treatment.Device includes the net cage of reticular structure, net cage includes side wall, partition board, head cover and net cage bottom, net cage bottom is equipped with chassis, head cover is flexibly connected with side wall, side wall is equipped at least one boss, and chassis is equipped at least one clamping piece, and partition board is set on boss or in clamping piece, packing area is formed between side wall, chassis and head cover, packing area accommodates various filler;Can packing area be divided into multilayer or inside and outside multi-region up and down using partition board according to demand;Different layers or not same district content receive various filler, and filler can arrange that combination free degree is high with the assembled state to suspend with stacking states, suspended state or accumulation.Technical scheme of the present invention solves the problems, such as that filler distribution is uneven in treatment tank, can accommodate various filler, easy for installation, does not need to supporting rack especially, placement location is flexible, easy to remove.

Description

A kind of cage type biological filler sewage-treatment plant and its method of work and application
Technical field:
The present invention relates to a kind of cage type biological filler sewage-treatment plant and its method of work and applications, belong to sewage life Object process field.
Background technology:
Sewage Biological Treatment is the vital movement using microorganism, to being in the pollutant of solubilised state or colloidal state in sewage Degrade, so as to make a kind of processing method purified the sewage, it be Modern sewage handle most widely used method it One.
According to microorganism state in which in treatment tank, Sewage Biological Treatment can be divided into suspension growth technique and fixation Two major class of growth technique.Application activated sludge process the most universal is typical suspension growth technique at present, in the process, micro- In water sludge bulking and sludge loss easily occur for biological suspension, and recycle microorganism from outflow water and reused It is more difficult.And fixed growth technique is that microorganism is fixed on filler using immobilization technology, makes its fixation growth.It is fixed Microorganism concn is high in growth technique, has stronger adaptability to the variation of sewage quality, water, sludge bulking will not occur, Sludge yield is few and is easy to separation of solid and liquid, and is conducive to the removal of ammonia nitrogen and high concentration organic contaminant.Therefore, fixed growth Technique is rising dirty water living creature processing technique.At present, typical fixed growth technique has biofilter and contact Oxidizing process etc..
In fixed growth technique, water treatment filler is the core of sewage disposal, the direct shadow of quality of carrier performance It rings to wastewater treatment efficiency, cost of investment and operating costs.It is broadly divided at present applied to the biologic packing material of sewage disposal inorganic Two major class of filler and organic filler.Inorganic filler mainly has haydite, zeolite, anthracite, slag etc., is generally positioned over stacked Among treatment tank, since density is big, it will not drift about in the water, but inorganic filler specific surface area is small, resistance is big, easily blocks, Operating cost is higher.Organic filler mainly have the honeycomb tubulose that the materials such as polyethylene, polyurethane are processed into, spherical shape, cube or Cylindrical pad.Organic filler large specific surface area, resistance is small, is not easy to plug, and can reach preferable water treatment efficiency.However, by Low in packing density, often in suspended state in treatment tank, flowing of the sewage in treatment tank can lead to filler It is built up in water outlet, on the one hand, block water outlet, on the other hand, cause water inlet microorganism concn very low, therefore shadow Water treatment efficiency is rung.
For these problems, there are some to improve device at present, such as Chinese patent document CN204737774U (application numbers: 201520187555.1), disclose a kind of cage type biological carrier and fixed microorganism treating sewage device.Cage type biological Carrier is made of net cage and the biologic packing material being loaded in the net cage;Wherein, the net cage is half-headed cuboid, Side and bottom surface are equipped with the mesh of hollow out.Fixed microorganism treating sewage device, including:Treatment tank, perforated sludge discharge pipe, Boring aeration pipe, multiple lower support beams, multiple cage type biological carriers, stacking are positioned over described in treatment tank Lower support beam top and sealing net.But device described in this document is only capable of taking close-packed arrays mode in processing pond, mobile Maintenance is difficult, and its inner stuffing can only be filled with stacked, it is impossible to be filled out according in water quality condition flexible modulation processing pond Expect concentration, be easy to cause filler caking, block.
Chinese patent document CN203333385U (application number 201320246937.8) discloses a kind of loading floating type and fills out The internal circulating fluidized bed sewage treatment equipment of material, including the fluidized-bed reaction pond being connected with intake pump, the fluidized-bed reaction Variable orifice aerating system, floating type PVA fillers and Anti-lost net are respectively arranged in pond;The fluidized-bed reaction pond is with precipitating back Streaming system is connected.And in the fluid bed sewage treatment equipment described in this document, filler is added directly in fluidized bed reaction tank, Once system jam, filler pipettes and system overhaul is all extremely difficult.Filler can only take suspension pattern in the equipment, be Filler is maintained to suspend, enough aeration intensities need to be provided at any time.In addition, the equipment cannot control the motor area of filler in reaction tank A large amount of accumulations of the filler in water outlet are easily caused in domain, reduce water treatment efficiency, and cause system jams, therefore the office used It is sex-limited very big.
Invention content:
In view of the deficiencies of the prior art, the present invention, which combines, uses stacked filler and floating filler in sewage disposal system Advantage and disadvantage, it is proposed that a kind of cage type biological filler sewage-treatment plant for Sewage Biological Treatment.
The present invention also provides application of the method for work and the device using the device in sewage disposal system.
A kind of cage type biological filler sewage-treatment plant, including net cage, the net cage be reticular structure, the net cage packet Side wall, partition board, head cover and net cage bottom are included, net cage bottom is equipped with chassis, and the head cover is flexibly connected with side wall, and the side wall is set There is at least one boss, the chassis is equipped at least one clamping piece, and the partition board is set on boss or in clamping piece.Side wall, Form packing area between chassis and head cover, packing area is accommodating various shapes, property and the filler of state;It can be according to need It asks, packing area is divided into multilayer or inside and outside multi-region up and down using partition board;In different layers or not same district, a variety of fill out can be accommodated Material, filler can arrange that combination free degree is high with the assembled state to suspend with stacking states, suspended state or accumulation.
According to currently preferred, the cage type biological filler sewage-treatment plant further includes adjusting apparatus, the tune Self-contained to be set to reticular structure, adjusting apparatus is connected with side wall by casing.Increase adjusting apparatus, make the present apparatus in actual use The netted size of the reticular structure of side wall can be quickly adjusted according to demand, and adjustment is more flexible, to rapidly adapt to small ruler Very little filler, is conveniently replaceable, and saves cost.
According to currently preferred, spatial joint clearance is equipped between the chassis and net cage bottom, the spatial joint clearance is mixed Close area.To carry out different degrees of mixing to packing area inner stuffing and sewage, mixed zone is the packing area on top for mixed zone Hybrid power is provided.
It is further preferred that being equipped with mixing arrangement in the mixed zone, the mixing arrangement is aerator or stirring dress It puts.Aerator includes snorkel and aeration disk.
According to currently preferred, the cage type biological filler sewage-treatment plant further includes handle, and the handle is set In top side wall, handle is flexibly connected with side wall.Can the present apparatus be moved by handle immediately when needing the mobile present apparatus, Hand can bear the present apparatus and its weight of inner stuffing, while convenient for the transfer of the present apparatus.Handle can be arbitrary shape, size Or material, any position at the top of net cage can be installed on, and quantity is flexible.
According to currently preferred, the cage type biological filler sewage-treatment plant further includes pillar, the pillar with Net cage bottom is connected.Pillar needs can bear the present apparatus and its weight of inner stuffing in water treatment procedure, to support this Device is stood in treatment tank, and making net cage bottom, there are certain spaces with treatment tank, protect the bottom of the present apparatus, and just In installation.Pillar can be arbitrary shape, size or material, can be installed on any position of net cage bottom, and quantity is flexible.
A kind of method of work using cage type biological filler sewage-treatment plant is as follows including step:
(1) filler is selected according to cage size;
(2) according to demand, filler is added in net cage, partition board is added, partition board is placed on boss, is added again on partition board Filler;Or, according to demand, partition board is added, partition board is placed in clamping piece, filler is added in net cage;
(3) head cover is placed at the top of net cage, the present apparatus is placed in sewage disposal system.
A kind of sewage disposal system for applying cage type biological filler sewage-treatment plant, including sewage treatment tank, enters Water pipe, outlet pipe and cage type biological filler sewage-treatment plant as described above, cage type biological filler sewage-treatment plant In sewage treatment tank, oral siphon and outlet pipe are connected with sewage treatment tank.
According to currently preferred, the sewage disposal system further includes separative element, and separative element is set on sewage disposal Slot downstream, separative element are connected with outlet pipe, and separative element includes processing water out and sludge outlet, and dirt is equipped at sludge outlet Mud return duct and mud discharging pipe, mud return line are connected with sewage treatment tank.The processing water flowed out from sewage treatment tank and work Property sludge suspension mud-water separation is carried out in separative element, the processing water after separation is through handling water out discharge sewage disposal system System, the thickened sludge part after separation is back to sewage treatment tank through mud return line, to keep the work in sewage treatment tank Property sludge concentration, another part by mud discharging pipe discharge sewage disposal system, into subsequent sludge treating system.
It is further preferred that the separative element is sedimentation basin or membrane bioreactor.
According to currently preferred, the oral siphon is set on sewage disposal trench bottom, and the water outlet pipe part is equipped with circulation pipe, The circulation pipe is connected with sewage disposal trench bottom.Processing water is back to sewage disposal trench bottom via circulation pipe, with oral siphon In water inlet be sufficiently mixed after, handled again via cage type biological filler sewage-treatment plant;Processing water is set For cycle, on the one hand high concentration can be diluted, on the other hand can maintain necessary upflow velocity, with to attachment In on filler biomembrane carry out it is necessary wash away, maintain sewage disposal system it is unobstructed, prevent short stream.
According to currently preferred, the sewage disposal system further includes gas collection unit, the gas collection unit At the top of sewage treatment tank.Gas collection unit is used to collect the gas generated in reaction process, such as methane, the gas of collection Body discharges sewage disposal system.
Compared with prior art, beneficial effects of the present invention are as follows:
1st, using technical solutions according to the invention, cage type biological filler sewage-treatment plant may be mounted at sewage Any position in reason system, is easily installed, and the requirement to sewage disposal system is relatively low, and the adaptability of device and flexibility are more By force, it and can be moved as needed, to reach preferably treatment effect.
2nd, biologic packing material is defined in sewage disposal system by the present invention by cage type biological filler sewage-treatment plant Specific region makes the movement locus of biologic packing material be limited to smaller regional space, and filler is all concentrated in net cage, is solved and is filled out Material blocks the problem of sewage disposal system outlet in sewage disposal system with water movement.
3rd, in technical scheme of the present invention, the size of cage type biological filler sewage-treatment plant is more flexible, and packing area Different fillers can be filled according to the multiple areas of actual conditions point, filling forms are not fixed, and have combination degree height by oneself, can be according to water Packing density in matter situation flexible modulation processing pond.
4th, the present invention is mounted with pillar in the net cage bottom of cage type biological filler sewage-treatment plant, eliminates additional Lower support beam, is easily installed;Handle is installed on top simultaneously, in order to the mobile carrying of device, is easy to sewage disposal system The repair and maintenance of system.
5th, mixing arrangement is increased between present apparatus net cage bottom and chassis using technical scheme of the present invention, it can be to this Filler and sewage inside device are mixed, and improve the treatment effeciency of the present apparatus;Simultaneously as aeration dress is carried in device It puts, is not required to install in sewage disposal system, therefore of less demanding to the construction of sewage disposal system.
6th, in the practical application of the present apparatus, by adjusting the placement number of the present apparatus in sewage disposal system, you can spirit The concentration of microorganism in sewage disposal system is adjusted livingly;By adjusting relative position of the present apparatus in sewage disposal system, The microorganism concn of different zones in sewage disposal system can be neatly controlled, for example, by adjusting the position of the present apparatus, it can Possess maximum microorganism concn at water to ensure that the sewage disposal system in pollutant concentration maximum enters, to improve water process effect Rate.
7th, technical scheme of the present invention is advantageous to new pond startup, need to only be taken out from existing treatment tank containing spy The cage type biological filler sewage-treatment plant for determining microorganism puts into new pond, you can new pond is made quickly to start, it is micro- to eliminate cultivation The complex work of biology, is highly suitable for the sewage disposal stringent to microbe species requirement.
8th, technical scheme of the present invention is suitable for loading various fillers, also suitable for aerobic and anaerobic environment, the scope of application Extensively.
Description of the drawings
Fig. 1 is the cage type biological filler sewage-treatment plant stereoscopic schematic diagram that filler is floating filler;
Fig. 2 is cage type biological filler sewage-treatment plant side view, and filler is floating filler in figure;
Fig. 3 is the cage type biological filler sewage-treatment plant stereoscopic schematic diagram that filler is stacked filler;
Fig. 4 is upper and lower multiple field cage type biological filler sewage-treatment plant schematic diagram, and filler is suspends and accumulation in figure Combined stuffing;
Fig. 5 is inside and outside multi-zone cage type biological filler sewage-treatment plant schematic diagram;
Fig. 6 is the structure enlargement diagram at A in Fig. 2;
Fig. 7 is the aerobic sewage disposal system schematic diagram built by cage type biological filler sewage-treatment plant;
Fig. 8 is the up-flow anaerobism sewage disposal system schematic diagram built by cage type biological filler sewage-treatment plant;
Wherein, 1, net cage, 2, side wall, 3, chassis, 4, head cover, 5, filler, 6, handle, 7, pillar, 8, snorkel, 9, aeration Disk, 10, mixed zone, 11, adjusting apparatus, 12, casing, 13, boss, 14, clamping piece, 15, sewage treatment tank, 16, oral siphon, 17th, outlet pipe, 18, separative element, 19, mud return line, 20, mud discharging pipe, 21, processing water out, 22, circulation pipe, 23, Gas collection unit, 24, partition board.
Specific embodiment
The present invention is explained further below by way of specific embodiment and with reference to attached drawing.It should be understood that these embodiments are only used In illustrating the present invention rather than limit the scope of the invention.In addition, it should also be understood that, after reading the content taught by the present invention, Those skilled in the art can make the present invention various changes or modification, and such equivalent forms equally fall within right appended by the application Claim limited range.
Embodiment 1
A kind of cage type biological filler sewage-treatment plant, including net cage, net cage is reticular structure, net cage include side wall, Partition board, head cover and net cage bottom, net cage bottom are equipped with chassis, and head cover is flexibly connected with side wall, shape between side wall, chassis and head cover Into packing area, packing area is accommodating the filler for being attached with microorganism of various shapes, property and state;In the present embodiment, side Wall is equipped with 8 boss, and chassis is equipped with 1 clamping piece, and partition board is set on boss, then the present embodiment is divided packing area using partition board For upper and lower multilayer;A variety of fillers can be accommodated in different layers, filler can be with stacking states, suspended state or accumulation and suspension Assembled state arranges, as shown in Figs 1-4, filler in Fig. 1, Fig. 2 is floating filler, and the filler in Fig. 3 is stacked filler, Filler in Fig. 4 to suspend and accumulation combined stuffing, suspend with accumulation depend primarily on that filler fills number, if in layer Fill more filler, then filler in operation due to density height, filler limitation of movement, in heaped-up;If in layer filling compared with Few filler, then for filler since density is small in operation, the degree of filler limitation of movement is small, so can root in suspension Design is combined according to different situations, combination free degree is high.
The shape of device can be cuboid or other shapes, and the size of device can handle pool size spirit according to actual sewage Living to determine, in the present embodiment, device is cuboid, and length, width and height ratio is 1:1:2.Web materials, it is modeling to include but not limited to One kind in material, metal or glass fiber material, such as high density polyethylene (HDPE), polyurethane and polyamide etc., in the present embodiment, net Case is made of the high density polyethylene (HDPE) of certain size of mesh opening.Web materials, size of mesh opening should be less than its inside and load material Size, to retain filler.
Filler of the present invention includes but not limited to be that textile cloth, Ball-type packing, cube filler or cylinder are filled out Material or its several mixture;The filler, can be organic filler or inorganic filler, for example, by polypropylene, polyurethane, The inorganic fillers such as organic filler or haydite, activated carbon made from high density polyethylene (HDPE), polyethylene, polyamide etc..Filler is current It is used for preparing the conventional material of filler on the market, in the net cage of the present invention, can uses as the filler prepared by these materials One kind or mixing, can.Which kind of determined using the filler of material by user oneself, and the feature institute of non-present invention .
In the present embodiment, filler is the spherical polyethylene of a diameter of 8cm, and the size of mesh opening of net cage is fixed as 7cm, to cut Stay filler.In use, first putting into filler, then the partition board of interlayer is installed, partition board is placed on boss, then put into filler, so Repeatedly, until filling is to desired height or density, net cage is placed in sewage disposal system by last top cover, you can is carried out Operation.
Embodiment 2
A kind of cage type biological filler sewage-treatment plant, as described in Example 1, difference lies in chassis is equipped with 4 to structure A clamping piece, partition board are set in clamping piece, and clamping piece is female member, and partition board is located at the recess of clamping piece, and clamping piece is to fixation Partition board, packing area is divided into inside and outside twoth area by the present embodiment using partition board, as shown in figure 5, can not accommodate a variety of fill out in same district Material for the pattern of the rushton turbine as the present embodiment, generally no longer does layered shaping up and down, otherwise internal partition is steady It is qualitative not high.
Embodiment 3
A kind of cage type biological filler sewage-treatment plant, as described in Example 1, difference lies in top side walls for structure The high density polyethylene (HDPE) knop that an internal diameter is 8cm is respectively provided with along four corners, to facilitate net cage in sewage disposal system Placement and movement in system.
Embodiment 4
A kind of cage type biological filler sewage-treatment plant, as described in Example 1, difference lies in net cage bottoms for structure Four corners of lower edge respectively dress there are one a diameter of 4cm, the high density polyethylene (HDPE) cylindrical columns of high 10cm, with support net cage and Its internal filler accommodated, making net cage bottom, there are certain spaces with treatment tank, protect the bottom of the present apparatus.
Embodiment 5
A kind of cage type biological filler sewage-treatment plant, as described in Example 1, difference lies in chassis and nets for structure Spatial joint clearance is equipped between bottom portion, the spatial joint clearance is mixed zone, is equipped with mixing arrangement in mixed zone, as shown in Figure 1, Figure 2 institute Show, mixing arrangement is aerator, and the aeration disk including the snorkel being installed on outside net cage and pipe end of ventilating passes through exposure Gas mixes the sewage inside net cage and filler, and provides oxygen for microbial degradation pollutant.
Embodiment 6
A kind of cage type biological filler sewage-treatment plant, as described in Example 1, difference lies in cage type lifes for structure Object filler sewage-treatment plant further includes adjusting apparatus, and the adjusting apparatus is reticular structure, and adjusting apparatus passes through set with side wall Pipe is connected, as shown in fig. 6, making the side wall of adjusting apparatus and net cage that relative displacement, the then original size of mesh opening of net cage side wall occur Become smaller, make the present apparatus that can quickly adjust the netted size of reticular structure of side wall according to demand in actual use, with Small size filler is rapidly adapted to, is conveniently replaceable, saves cost.
Embodiment 7
A kind of method of work using cage type biological filler sewage-treatment plant described in embodiment 1, including step such as Under:
(1) filler is selected according to cage size;
(2) according to demand, filler is added in net cage, partition board is added, partition board is placed on boss, is added again on partition board Filler;
(3) head cover is placed at the top of net cage, the present apparatus is placed in sewage disposal system.
Embodiment 8
A kind of method of work of cage type biological filler sewage-treatment plant using described in embodiment 2, including step such as Under:
(1) filler is selected according to cage size;
(2) according to demand, partition board is added, partition board is placed in clamping piece, filler is added in net cage;
(3) head cover is placed at the top of net cage, the present apparatus is placed in sewage disposal system.
Embodiment 9
A kind of sewage disposal system of cage type biological filler sewage-treatment plant applied described in embodiment 5, including Cage type biological filler sewage-treatment plant described in sewage treatment tank, oral siphon, outlet pipe, separative element and embodiment 5, net Box-type biological filler sewage-treatment plant is located in sewage treatment tank, and oral siphon and outlet pipe are connected with sewage treatment tank, dirty The composition structure of water treatment system is as shown in Figure 6.
Separative element is sedimentation basin, and separative element is set on sewage treatment tank downstream, and separative element is connected with outlet pipe, detaches Unit includes processing water out and sludge outlet, and mud return line and mud discharging pipe, mud return line are equipped at sludge outlet It is connected with sewage treatment tank.Muddy water is carried out in separative element from the processing water that sewage treatment tank flows out and activated sludge suspension Separation, the processing water after separation is through handling water out discharge sewage disposal system, and the thickened sludge part after separation is through sludge Return duct is back to sewage treatment tank, and to keep the activated sludge concentration in sewage treatment tank, another part passes through mud discharging Pipe discharges sewage disposal system, into subsequent sludge treating system.
In the present embodiment, according to the content of organic matter in treatment sewage type and sewage, 3 nets that filler is housed are selected Case is evenly arranged in sewage disposal system, is positioned in sewage treatment tank, and sewage enters sewage treatment tank through oral siphon.Net cage Middle type, size and the arrangement for loading material can be designed according to sewage property and sewage disposal system and flexibly be selected It selects.In general, the filler in sewage disposal system described in the present embodiment is arranged with suspended state, installed in the mixed zone of net cage bottom There is aerator, sewage in net cage and filler can be mixed, and oxygen is provided for microbial degradation pollutant.
Embodiment 10
A kind of sewage disposal system, as described in Example 9, difference lies in separative element is membrane bioreactor to structure.
Embodiment 11
Cage type biological filler sewage-treatment plant described in embodiment 1 can be applied in anaerobism sewage disposal system, Form up-flow anaerobism sewage disposal system as shown in Figure 7.It is dirty that one kind applies cage type biological filler described in embodiment 1 The sewage disposal system of water treatment facilities, including sewage treatment tank, oral siphon, 1 institute of outlet pipe, gas collection unit and embodiment The cage type biological filler sewage-treatment plant stated, cage type biological filler sewage-treatment plant are located at sewage treatment tank, enter water Pipe and outlet pipe are connected with sewage treatment tank, and gas collection unit is set at the top of sewage treatment tank, and gas collection unit is used for Collect the gas generated in reaction process, such as methane, the gas discharge sewage disposal system of collection.
In the present embodiment, it is equipped with 1 net cage in sewage treatment tank, for net cage itself without pillar and mixed zone, utilization is netted Material, the net cage make its vertical height be divided into three parts, from the bottom to top, in net cage by 8 boss and two partition boards The filler size of filling is sequentially reduced, and is all arranged with stacked.
Oral siphon is set on sewage disposal trench bottom, and the water outlet pipe part is equipped with circulation pipe, the circulation pipe and sewage disposal Trench bottom is connected.Processing water is back to sewage disposal trench bottom via circulation pipe, is sufficiently mixed with the water inlet in oral siphon Afterwards, it is handled again via cage type biological filler sewage-treatment plant;Processing water is set as recycling, it on the one hand can be to height Concentration is diluted, and on the other hand can maintain necessary upflow velocity, to be carried out to the biomembrane being attached on filler It is necessary to wash away, it maintains sewage disposal system unobstructed, prevents short stream.The processing in sewage disposal system described in the present embodiment Water, in addition to the part of sewage disposal trench bottom is back to via circulation pipe, remainder is via outlet pipe discharge sewage disposal system System.

Claims (9)

1. a kind of cage type biological filler sewage-treatment plant, including net cage, which is characterized in that the net cage is reticular structure, The net cage includes side wall, partition board, head cover and net cage bottom, and net cage bottom is equipped with chassis, and the head cover is flexibly connected with side wall, The side wall is equipped at least one boss, and the chassis is equipped at least one clamping piece, and the partition board is set on boss or clamps In part;
The cage type biological filler sewage-treatment plant further includes adjusting apparatus, and the adjusting apparatus is reticular structure, is adjusted Device is connected with side wall by casing.
2. cage type biological filler sewage-treatment plant according to claim 1, which is characterized in that the chassis and net cage Spatial joint clearance is equipped between bottom, the spatial joint clearance is mixed zone, and mixing arrangement, the mixing dress are equipped in the mixed zone Aerator or agitating device are set to, aerator includes snorkel and aeration disk.
3. cage type biological filler sewage-treatment plant according to claim 1, which is characterized in that the cage type biological Filler sewage-treatment plant further includes handle, and the handle is set on top side wall, and handle is flexibly connected with side wall.
4. cage type biological filler sewage-treatment plant according to claim 1, which is characterized in that the cage type biological Filler sewage-treatment plant further includes pillar, and the pillar is connected with net cage bottom.
5. a kind of method of work using cage type biological filler sewage-treatment plant described in claim 1, including step such as Under:
(1)Filler is selected according to cage size;
(2)According to demand, filler is added in net cage, partition board is added, partition board is placed on boss, adds and fills out again on partition board Material;Or, according to demand, partition board is added, partition board is placed in clamping piece, filler is added in net cage;
(3)Head cover is placed at the top of net cage, the present apparatus is placed in sewage disposal system.
6. a kind of sewage disposal system, which is characterized in that including described in sewage treatment tank, oral siphon, outlet pipe and claim 1 Cage type biological filler sewage-treatment plant, cage type biological filler sewage-treatment plant is located in sewage treatment tank, enters water Pipe and outlet pipe are connected with sewage treatment tank.
7. sewage disposal system according to claim 6, which is characterized in that it is single that the sewage disposal system further includes separation Member, separative element are set on sewage treatment tank downstream, and separative element is connected with outlet pipe, and separative element includes processing water out and dirt Mud exports, and is equipped with mud return line at sludge outlet and mud discharging pipe, mud return line are connected with sewage treatment tank, described point It is sedimentation basin or membrane bioreactor from unit.
8. sewage disposal system according to claim 6, which is characterized in that the oral siphon is set on sewage disposal slot bottom Portion, the water outlet pipe part are equipped with circulation pipe, and the circulation pipe is connected with sewage disposal trench bottom.
9. sewage disposal system according to claim 8, which is characterized in that the sewage disposal system further includes gas receipts Collect unit, the gas collection unit is set at the top of sewage treatment tank.
CN201510930121.0A 2015-12-11 2015-12-11 A kind of cage type biological filler sewage-treatment plant and its method of work and application Active CN105366799B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510930121.0A CN105366799B (en) 2015-12-11 2015-12-11 A kind of cage type biological filler sewage-treatment plant and its method of work and application

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510930121.0A CN105366799B (en) 2015-12-11 2015-12-11 A kind of cage type biological filler sewage-treatment plant and its method of work and application

Publications (2)

Publication Number Publication Date
CN105366799A CN105366799A (en) 2016-03-02
CN105366799B true CN105366799B (en) 2018-06-12

Family

ID=55369511

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510930121.0A Active CN105366799B (en) 2015-12-11 2015-12-11 A kind of cage type biological filler sewage-treatment plant and its method of work and application

Country Status (1)

Country Link
CN (1) CN105366799B (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106986443B (en) * 2017-04-21 2021-03-26 徐州工程学院 Tower body for sewage treatment
CN106976960A (en) * 2017-04-21 2017-07-25 徐州工程学院 A kind of tower biological filter for Treating Municipal Sewage
CN107459152A (en) * 2017-09-30 2017-12-12 邱学尧 A kind of bio-contact oxidation filtering settling pond
CN108773898B (en) * 2018-05-25 2021-09-24 浙江中寰环保科技有限公司 Fixed microorganism filter wall
CN108516614A (en) * 2018-05-25 2018-09-11 北京华明广远环境科技有限公司 Skid-mounted type bio-packing apparatus and its application
CN108840531A (en) * 2018-08-31 2018-11-20 井冈山大学 A kind for the treatment of method for rural sewage
CN109912018B (en) * 2019-04-11 2024-01-09 信开环境投资有限公司 Suspended biofilm assemblies, systems including the same, and methods of use
CN110510730A (en) * 2019-08-31 2019-11-29 哈尔滨工大博实环境工程有限责任公司 A kind of sewage-treatment plant based on MBBR technique
CN113443703A (en) * 2020-03-24 2021-09-28 苏州鑫益源净环保科技有限公司 Deepwater sewage sedimentation treatment device based on membrane clamping ball
CN115594323A (en) * 2021-07-12 2023-01-13 环新生物工程有限公司(Tw) Organic wastewater treatment equipment and method
CN113695356A (en) * 2021-08-26 2021-11-26 同济大学 Reactor for reinforcing anaerobic digestion capability of organic solid waste by using biological filler
CN114180705A (en) * 2021-12-15 2022-03-15 鄂尔多斯市安信泰环保科技有限公司 Step catalytic oxidation filler device

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62227498A (en) * 1986-03-31 1987-10-06 Kurita Water Ind Ltd Fluidized bed type anaerobic treatment apparatus
CN200966983Y (en) * 2006-11-21 2007-10-31 武汉理工大学 Component type biology deodorization filtering tower
CN201212019Y (en) * 2008-04-15 2009-03-25 崔维 Cage type pollutant treatment device
CN201746390U (en) * 2010-07-23 2011-02-16 浙江省淡水水产研究所 Powerless aquaculture water quality improving cage utilizing loaches, water hyacinths and microorganisms
CN102653432A (en) * 2011-03-04 2012-09-05 上海市南洋模范中学 Novel filter bed packing testing device
CN104310572A (en) * 2014-10-21 2015-01-28 河海大学常州校区 Multilayer overflowing type ecological cleaning pond applicable to farmland drainage ditch
CN204737774U (en) * 2015-03-31 2015-11-04 北京三泰正方生物环境科技发展有限公司 Biological carrier of box with a net formula and immobilized microbe device of disposing of sewage
CN205222788U (en) * 2015-12-11 2016-05-11 山东大学 Box with a net formula biofilm carrier sewage treatment plant and sewage treatment system

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62227498A (en) * 1986-03-31 1987-10-06 Kurita Water Ind Ltd Fluidized bed type anaerobic treatment apparatus
CN200966983Y (en) * 2006-11-21 2007-10-31 武汉理工大学 Component type biology deodorization filtering tower
CN201212019Y (en) * 2008-04-15 2009-03-25 崔维 Cage type pollutant treatment device
CN201746390U (en) * 2010-07-23 2011-02-16 浙江省淡水水产研究所 Powerless aquaculture water quality improving cage utilizing loaches, water hyacinths and microorganisms
CN102653432A (en) * 2011-03-04 2012-09-05 上海市南洋模范中学 Novel filter bed packing testing device
CN104310572A (en) * 2014-10-21 2015-01-28 河海大学常州校区 Multilayer overflowing type ecological cleaning pond applicable to farmland drainage ditch
CN204737774U (en) * 2015-03-31 2015-11-04 北京三泰正方生物环境科技发展有限公司 Biological carrier of box with a net formula and immobilized microbe device of disposing of sewage
CN205222788U (en) * 2015-12-11 2016-05-11 山东大学 Box with a net formula biofilm carrier sewage treatment plant and sewage treatment system

Also Published As

Publication number Publication date
CN105366799A (en) 2016-03-02

Similar Documents

Publication Publication Date Title
CN105366799B (en) A kind of cage type biological filler sewage-treatment plant and its method of work and application
US5486291A (en) Ecological fluidized bed method for the treatment of polluted water
US6048459A (en) Method and apparatus for fluidization of particulate bed materials
JP3989524B2 (en) Reactor and process for anaerobic wastewater treatment
JPH07100157B2 (en) Biological purification method of wastewater, biological reactor and water purification equipment
CN109553186A (en) A kind of spiral bed biofilm reactor for sewage treatment
CN104512960B (en) A kind of integrated apparatus of biological wastewater treatment and method of wastewater treatment
CN102198971B (en) Upward flow biological aerated filter and aeration method thereof
CN110510815A (en) Integrated sewage treating apparatus and sewage water treatment method based on simultaneous nitrification-denitrification
CN205222788U (en) Box with a net formula biofilm carrier sewage treatment plant and sewage treatment system
CN2791030Y (en) Microbial reactor for water treatment
CN201495154U (en) Biological wastewater treatment system combining biological fluidized bed with biological filter bed
CN210261288U (en) Micro-heavy bed biochemical treatment device
CN110156161A (en) The micro- heavy bed biochemical treatment apparatus of one kind and sewage water treatment method
CN110156162A (en) The micro- light bed biochemical treatment apparatus of one kind and sewage water treatment method
CN203668099U (en) Internal circulation aerobic biologicalfluidized bed
CN207537208U (en) A kind of aeration biochemical filter tank
CN207158890U (en) Circulation pressure-fired fixed-bed bioreactor in a kind of
CN207903981U (en) A kind of efficient up-flow biological reaction apparatus
CN101279809B (en) Biological filler shimmying-bed
CN103951061A (en) In-situ upgraded treatment method for realizing zero discharge of refinery and chemical wastewater and biological stuffing used in in-situ upgraded treatment method
CN210764567U (en) Biochemical treatment device for micro light bed
CN203558906U (en) High-load contact sedimentation tank
CN107500401A (en) A kind of ecological filter and its application method for advanced treatment of wastewater
CN110156159B (en) Mixed bed biochemical treatment device and sewage treatment method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Xu Shiping

Inventor after: Liu Bin

Inventor after: Gu Jingjing

Inventor after: Sun Xiang

Inventor after: Yue Min

Inventor after: Yue Qinyan

Inventor after: Gao Baoyu

Inventor before: Xu Shiping

Inventor before: Gu Jingjing

Inventor before: Sun Xiang

Inventor before: Yue Min

Inventor before: Yue Qinyan

Inventor before: Gao Baoyu

GR01 Patent grant
GR01 Patent grant