CN105502646A - Vertical-container-type intermittent-activated-sludge-process sewage treatment plant - Google Patents
Vertical-container-type intermittent-activated-sludge-process sewage treatment plant Download PDFInfo
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- CN105502646A CN105502646A CN201610044157.3A CN201610044157A CN105502646A CN 105502646 A CN105502646 A CN 105502646A CN 201610044157 A CN201610044157 A CN 201610044157A CN 105502646 A CN105502646 A CN 105502646A
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- aeration
- water
- water treatment
- treatment zone
- sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1263—Sequencing batch reactors [SBR]
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
- C02F3/302—Nitrification and denitrification treatment
- C02F3/305—Nitrification and denitrification treatment characterised by the denitrification
- C02F3/306—Denitrification of water in soil
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
- C02F3/308—Biological phosphorus removal
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2203/00—Apparatus and plants for the biological treatment of water, waste water or sewage
- C02F2203/006—Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Abstract
The invention discloses a vertical-container-type intermittent-activated-sludge-process sewage treatment plant. A frame with the same external dimension as a standard container is used as a basic support, and a water treatment region suitable for the intermittent-activated-sludge-process (SBR) sewage treatment technique is arranged in the frame; the water treatment region integrates the functions of regulation, aeration and settling, thereby implementing functions of water intake, reaction, settling, drainage and idling in one plant; when the water level is below the available water level, the sewage treatment plant is used as a regulating tank in the water intake process; and the sewage treatment plant is used as a biochemical aeration tank in the aeration process, and is used as a settling tank in the standing and settling process. The sewage treatment plant adopts the vertically arranged container as the main body; by taking the 20-foot standard container as an example, the external dimension is about 6.0*2.3*2.3m, and the effective aeration water depth can reach 4-5m, thereby completely satisfying the SBR working conditions. The sewage treatment plant is convenient for transportation and installation, has the advantages of small occupied area, simple structure and the like, can be flexibly moved and disassembled, and is convenient for assembly and overhaul.
Description
Technical field
The present invention relates to a kind of waste disposal plant, be specifically related to a kind of vertical container-type intermittent activated sludge process waste disposal plant.
Background technology
Common sewage disposal device generally adopts skeleton construction in-site installation to build, and applicable situation is the sewage disposal point that treatment sewage site is fixed, sewage load is large.For the occasion that sewage site is unfixing or sewage load is little, adopt the mode of on-the-spot civil engineering to build, have the deficiencies such as laid down cost is high, long in time limit.For this reason, the container type sewage treatment equipment of multiple integration is had in prior art, such as, Authorization Notice No. is the utility model patent disclosed " a kind of container type sewage treatment equipment " of CN204325092U, Authorization Notice No. is the utility model patent disclosed a kind of " container-type MBR integrated equipment for sewage treatment " of CN203256092U, Authorization Notice No. is utility model patent disclosed " a kind of movable integrated MBR sewage disposal device " of CN202156971U etc.Each processing unit is arranged in freight container by these integrated sewage treating apparatus, has transport and easy for installation, the advantage such as floor space is few, can move flexibly.
Existing integrated container formula sewage disposal device is and builds up rear laterally arrangement, and namely ground is pasted on the long limit of freight container; And standard container short height 2.3 meters, if for intermittent activated sludge process (SBR) sewage disposal, constrain available depth (desirable effective submersion depth is 4 ~ 5 meters), when there is biochemical aeration not high, the sludge settling district of oxygen utilization rate and clear water zone distance too short cause to occur during supernatant liquor water outlet that mud mixed flow affect effluent quality, mud collection area is difficult to arrange funnel, supernatant water outlet because of the elevation of water surface deficiency difficult problem such as power pumping possibly, the therefore mostly technique such as application MBR.
Often there is treatment sewage to have the little feature of intermittent water and water outlet, the water yield in reality, such as, throw aside the cleaning sullage produced in plastic cleaning and sorting process, the ground sewage etc. cleaning colony house in the process at the food residual end of aquaculture and livestock culture; Facts have proved the adjustment of existing collection, aeration for many years and be deposited in one, realize in same device water inlet, reaction, precipitation, draining and idle function intermittent activated sludge process (SBR) sewage disposal technology have that flow process is simple, working cost is low, dephosphorization denitrogenation, good effect of separating solid from liquid, stable effluent quality, effectively prevent sludge bulking and anti impulsion load, operation runs the advantages such as simple, and effect comparatively MRB is good, is very suitable for above-mentioned sewage disposal occasion.Therefore develop a kind of container-type, can make in factory, convenient transport has important practical significance with the SBR device installed.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, a kind of vertical container-type intermittent activated sludge process waste disposal plant is provided, this waste disposal plant adopts the vertical container main body arranged, for twenty equivalent unit, its overall dimensions are about 6.0 × 2.3 × 2.3 meters, virtual height can reach 4 ~ 5 meters, meets the working conditions of SBR completely; And have be convenient to transport, easy for installation, floor space is few, can move flexibly tear open, structure is simple, is convenient to the advantages such as assembling and maintenance.
The technical scheme that the present invention solves the problems of the technologies described above is:
A kind of vertical container-type intermittent activated sludge process waste disposal plant, comprises the framework identical with standard container physical dimension; Described framework is settled in vertical, arranges the water treatment zone being suitable for intermittent activated sludge process sewage treatment process in it, and this water treatment zone is used for regulating sewage, aeration and precipitation; When regulating for sewage, this water treatment zone forms equalizing tank, when for sewage aeration, and this formation aeration tank, water treatment zone, when for sewage quiescent setting, this water treatment zone forms settling tank;
When staticly settling, water treatment zone inner chamber is divided into supernatant liquid zone and mud district from top to bottom; Wherein, be provided with water inlet pipe and chemical feed pipe above described supernatant liquid zone, liquid level place is provided with the upflow tube for controlling liquid level; Catchment water shoot or the water decanter for discharging supernatant liquor is provided with in supernatant liquid zone; Bottom, described mud district is provided with aerating apparatus, and the bottom in mud district is provided with shore pipe.
A preferred version of the present invention, wherein, be provided with several swash plates be arranged in parallel below the supernatant liquid zone of described water treatment zone, this swash plate is obliquely installed along above-below direction.The benefit arranging described swash plate is: 1, play distributional effects to the air sent into from aerating apparatus during aeration, makes gas uniform be distributed in treatment sewage, improves Biochemical Treatment; 2, the effect of inclined-plate clarifying basin is played when staticly settling; When 3, discharging supernatant liquor, described swash plate can reduce bottom sewage and the disturbance of mud, maybe when have mud is altered time, described swash plate serves and stops and impel the effect of upper string sludge settling, the water quality of guarantee draining.
A preferred version of the present invention, wherein, described aerating apparatus comprises the first aeration tube being positioned at bottom, mud district, and this first aeration tube is connected with air feeder, and as blower fan, dissolving or Venturi tube etc., described first aeration tube is provided with the first aeration opening.Preferably, described first aeration opening is arranged at the bottom of the first aeration tube, makes this first aeration opening not easily by sludge blockage.
A preferred version of the present invention, wherein, described aerating apparatus also comprises the second aeration tube be connected to bottom mud district, and this second aeration tube is communicated with bottom mud district by the second aeration opening; Described mud district is provided with the gas collection be positioned at above the second aeration opening and stirs cover in the below of the first aeration tube, this gas collection stirring cover is opening down to be right against described second aeration opening and to present little lower macrostructure.Arrange effect that above-mentioned second aeration tube and gas collection stir cover to be when aeration, by whole sludge agitations, to make all mud fully disperse, fully contact with sewage; Its principle is: stirring cover stop from the air of the second aeration opening ejection by gas collection cannot directly move upward, but stir at gas collection and stir the lower edge of covering from gas collection after rolling in cover and cross and move upward again, thus the mud bottom mud district is stirred fully.The top of stirring cover at gas collection in order to avoid the air when stopping aeration is stranded, and the top that this gas collection stirs cover is provided with little ventilating pit.
A preferred version of the present invention, wherein, pyramidal structure is arranged in the bottom in described mud district, so that collecting of mud, is conducive to reaching double oxygen, anaerobic state at empty lots, is conducive to the release of denitrification and phosphorus, reaches the effect of denitrogenation dephosphorizing.Further, stir cover with described up-small and down-big gas collection and match, be more conducive to mud district base sludge assemble when standing and aeration time dispersion.
A preferred version of the present invention, wherein, the outer end of described shore pipe is provided with the shifting coupling be connected with mud pumping equipment, transports outward unnecessary mud to facilitate with instruments such as fecal suction trucks; Described shore pipe and the second aeration tube are docking integrally, and are communicated with mud district by same connected entrance (the second namely described aeration opening).
A preferred version of the present invention, wherein, is provided with water decanter in described supernatant liquid zone, and this water decanter comprises the water absorption tube floated on supernatant liquid level, is located at the rising pipe on the sidewall of water treatment zone and connects the flexible pipe of water absorption tube and rising pipe.Water absorption tube in above-mentioned water decanter can be elevated with the lifting of supernatant liquor liquid level, all the time can upper strata clear water in Aspirate supernatant when guaranteeing that water decanter works.
A preferred version of the present invention, the top of described framework is provided with service platform, facilitates overhaul of the equipments, inspection and installs; The outside of framework is provided with cat ladder so that down operation platform; Be provided with inner cat ladder in described water treatment zone, carry out installing and overhauling to enter in water treatment zone.
A preferred version of the present invention wherein, is open framework in the bottom being positioned at the framework below water treatment zone, so that the setting of shore pipe, the second aeration tube and connection and whole device and ground is fixing.
A preferred version of the present invention, wherein, can also arrange subsidiary function district in described framework, and this subsidiary function district is for installing the utility appliance such as power distribution cabinet, pipeline, pump.When sewage load is large, only can arrange water treatment zone in framework, utility appliance can be external; And when sewage load is relatively little, water treatment zone and subsidiary function district can be set in framework simultaneously, and utility appliance can be installed before whole device is installed at the scene, convenient.
A preferred version of the present invention, wherein, when sewage quantity is larger, this device can adopt many groups treatment facility in parallel or that be cascaded to carry out work, often organizes treatment facility and comprises a set of described framework and interior water treatment zone thereof.
Principle of work of the present invention is:
Vertical container-type intermittent activated sludge process waste disposal plant of the present invention utilizes the framework identical with standard container outside dimension as basic support, the water treatment zone being suitable for intermittent activated sludge process (SBR) sewage treatment process is within it set, this water treatment zone collection regulates, aeration be deposited in one, realize water inlet, reaction in same device, precipitate, draining and idle function; Under effective water level, use as equalizing tank when intaking; Using as biochemical aeration tank when aeration, using as settling tank when staticly settling.
The present invention compared with prior art has following beneficial effect:
1, container-type waste disposal plant of the present invention is to on-the-spot vertical arrangement, and for twenty equivalent unit, its overall dimensions are about 6.0 × 2.3 × 2.3 meters, and virtual height can reach 4 ~ 5 meters, meet the working conditions of SBR completely.
2, adopt the design of standard container formula, all functions parts are all built in container-type framework, and neat appearance, is convenient to produce in factory, transport; Reduce cost and ensure workmanship.Be easy to make isothermal holding in cold district or season.
3, easy for installation, after being placed to scene, only need connecting water power and tame microorganism and can use.
4, vertically settle, floor space is little, and can move flexibly and tear open.
5, internal structure is simple, is convenient to assembling and maintenance, is specially adapted to the high and sewage disposal of intermittent type Inlet and outlet water of biodegradability.
6, multiple treatment unit parallel connection of the present invention can be selected to use according to sewage quantity.
Accompanying drawing explanation
Fig. 1 is the structural representation of an embodiment of vertical container-type intermittent activated sludge process waste disposal plant of the present invention.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is the B-B sectional view of Fig. 2.
Fig. 4 is the C-C sectional view of Fig. 2.
Fig. 5 is the structural representation (in figure, dotted portion represents the line of delimitation in water treatment zone and subsidiary function district) of another embodiment of vertical container-type intermittent activated sludge process waste disposal plant of the present invention.
Embodiment
Below in conjunction with embodiment and accompanying drawing, the present invention is described in further detail, but embodiments of the present invention are not limited thereto.
Embodiment 1
See Fig. 1-Fig. 4, the vertical container-type intermittent activated sludge process waste disposal plant of the present embodiment comprises the framework 1 identical with standard container physical dimension, and the present embodiment adopts twenty equivalent unit, and its overall dimensions are about 6.0 × 2.3 × 2.3 meters.Described framework 1 is settled in vertical, arranges the water treatment zone being suitable for intermittent activated sludge process sewage treatment process in it, and this water treatment zone is used for regulating sewage, aeration and precipitation; When regulating for sewage, this water treatment zone forms equalizing tank, and when for sewage aeration, this formation aeration tank, water treatment zone, when for sewage quiescent setting, this water treatment zone forms settling tank.Upper end, described water treatment zone 2 opens wide, all the other each side-closed.When staticly settling, described water treatment zone 2 inner chamber is divided into supernatant liquid zone 2-1 and mud district 2-2 from top to bottom; Wherein, be provided with water inlet pipe 3 and chemical feed pipe 4 above described supernatant liquid zone 2-1, water inlet pipe 3 is for sending into treatment sewage, and chemical feed pipe 4 is for adding flocculation agent, and liquid level place is provided with the upflow tube 5 for controlling liquid level; Catchment water shoot or the water decanter 6 for discharging supernatant liquor is provided with in supernatant liquid zone 2-1; 2-2 bottom, described mud district is provided with aerating apparatus, and the bottom of mud district 2-2 is provided with shore pipe 11.
See Fig. 2, be provided with multiple swash plate 9 be arranged in parallel below the supernatant liquid zone 2-1 of described water treatment zone 2, this swash plate 9 is obliquely installed along above-below direction, and the bottom of swash plate 9 is supported by the angle steel 10 be fixed on the wall body of water treatment zone 2 and fixed.The benefit arranging described swash plate 9 is: 1, play dissemination to the air sent into from aerating apparatus during aeration, makes gas uniform be distributed in treatment sewage, improves Biochemical Treatment; 2, the effect of inclined-plate clarifying basin is played when staticly settling; When 3, discharging supernatant liquor, described swash plate 9 can reduce the disturbance to bottom sewage and mud, maybe when have mud is altered time, described swash plate 9 serves and stops and impel the effect of upper string sludge settling, the water quality of guarantee draining.
See Fig. 1, Fig. 2 and Fig. 4, described aerating apparatus comprises the first aeration tube 7 being positioned at 2-2 bottom, mud district, and this first aeration tube 7 is connected with air feeder, and as blower fan, dissolving or Venturi tube etc., described first aeration tube 7 is provided with the first aeration opening.Described first aeration tube 7 has multiple, is evenly distributed on the cross section of water treatment zone 2, and this first aeration tube 7 is connected with the inlet pipe 7-1 on the wall body being located at water treatment zone 2; Described first aeration tube 7 is fixed on the angle steel 10 that is positioned at bottom it.Described first aeration opening is arranged at the bottom of the first aeration tube 7, makes this first aeration opening not easily by sludge blockage.
See Fig. 1, Fig. 2 and Fig. 4, described aerating apparatus also comprises the second aeration tube 12 be connected to bottom mud district 2-2, and this second aeration tube 12 is communicated with bottom mud district 2-2 by the second aeration opening; Described mud district 2-2 is provided with in the below of the first aeration tube 7 and is positioned at gas collection above the second aeration opening and stirs cover 8, and this gas collection stirs that cover 8 is opening down to be right against described second aeration opening and to present little lower macrostructure.Arrange effect that above-mentioned second aeration tube 12 and gas collection stir cover 8 to be when aeration, by whole sludge agitations, to make all mud fully disperse, fully contact with sewage; Its principle is: stir cover 8 from the air of the second aeration opening ejection by gas collection and stop and cannot directly move upward, but stir in cover 8 to cross from the lower edge of gas collection stirring cover 8 after rolling at gas collection and move upward again, thus the mud bottom mud district 2-2 is stirred fully.The top of stirring cover 8 at gas collection in order to avoid the air when stopping aeration is stranded, and the top that this gas collection stirs cover 8 is provided with the little ventilating pit 8-1 of diameter.
See Fig. 1 and Fig. 2, the bottom 2-3 of described mud district 2-2 is arranged to pyramidal structure, so that collecting of mud, is conducive to reaching double oxygen, anaerobic state at empty lots, is conducive to the release of denitrification and phosphorus, reaches the effect of denitrogenation dephosphorizing.Further, stir cover 8 with described up-small and down-big gas collection and match, be more conducive to 2-3 mud bottom mud district 2-2 assemble when standing and aeration time dispersion.
See Fig. 1 and Fig. 2, the outer end of described shore pipe 11 is provided with the shifting coupling be connected with mud pumping equipment, transports outward unnecessary mud to facilitate with instruments such as fecal suction trucks; Described shore pipe 11 and the second aeration tube 12 are docking integrally, and are communicated with mud district 2-2 by same connected entrance (the second namely described aeration opening).
See Fig. 1-Fig. 3, the present embodiment adopts water decanter 6 to carry out draining to the supernatant liquor after process, and this water decanter 6 comprises the water absorption tube 6-1 floated on supernatant liquid level, is located at the rising pipe 6-2 on the sidewall of water treatment zone 2 and connects the flexible pipe 6-3 of water absorption tube 6-1 and rising pipe 6-2.Water absorption tube 6-1 in above-mentioned water decanter 6 can be elevated with the lifting of supernatant liquor liquid level, all the time can upper strata clear water in Aspirate supernatant when guaranteeing that water decanter 6 works.
See Fig. 1 and Fig. 2, the top of described framework 1 is provided with service platform 13, and to facilitate overhaul of the equipments, inspection and to install, service platform 13 surrounding is provided with guardrail 14; The outside of framework 1 is provided with cat ladder 16 so that down operation platform 13; Be provided with inner cat ladder 15 in described water treatment zone 2, carry out installing and overhauling to enter in water treatment zone 2.
See Fig. 1 and Fig. 2, be open framework 1-1 in the bottom of the framework 1 be positioned at below water treatment zone 2, so that the setting of shore pipe 11, second aeration tube 12 and connection and whole device and ground is fixing.
See Fig. 1, in the present embodiment, the utility appliance supporting with this waste disposal plant adopts external mode to arrange, these utility appliance comprise electrical control cubicles, intake pump, wet-pit, blower fan, Scatula, medicament preparing pump etc., the space of whole freight container, substantially for sewage disposal, makes this waste disposal plant possess larger sewage treatment capacity.When sewage quantity is larger, this device also can adopt many groups treatment facility in parallel or that be cascaded to carry out work, often organizes treatment facility and comprises a set of described framework and interior water treatment zone thereof.
Principle of work of the present invention is:
See Fig. 1-Fig. 4, vertical container-type intermittent activated sludge process waste disposal plant of the present invention utilizes the framework 1 identical with standard container outside dimension as basic support, the water treatment zone 2 being suitable for intermittent activated sludge process (SBR) sewage treatment process is within it set, this water treatment zone 2 collection regulates, aeration be deposited in one, realize water inlet, reaction in same device, precipitate, draining and idle function; Under effective water level, use as equalizing tank when intaking; Use as biochemical aeration tank when aeration; Use as settling tank when staticly settling.
During work, pending sewage is entered in water treatment zone 2 by water inlet pipe 3, if liquid level arrives upflow tube 5 place, automatically overflows backflow; After entering biochemical treatment link, aerating apparatus is to aeration in sewage, and aeration adds flocculation agent by before end by chemical feed pipe 4; Complete biochemical treatment after continuing aeration certain hour, enter precipitation link; Supernatant liquor after precipitation is discharged by water decanter 6, when the sludge accumulation in mud district 2-2 is too much, is discharged by shore pipe 11.
Embodiment 2
See Fig. 5, the main difference part of embodiment compared with embodiment is:
In the present embodiment, also arrange subsidiary function district 17 in described framework 1, what make framework 1 is divided internally into water treatment zone 2 and subsidiary function district 17; Utility appliance, for arranging the utility appliance such as electrical control cubicles, intake pump, wet-pit, blower fan, Scatula, medicament preparing pump, can install before whole device is installed at the scene, uses convenient by described subsidiary function district 17.Be applicable to the occasion that sewage load is relatively little.
Above-mentioned is the present invention's preferably embodiment; but embodiments of the present invention are not by the restriction of foregoing; change, the modification done under other any does not deviate from spirit of the present invention and principle, substitute, combine, simplify; all should be the substitute mode of equivalence, be included within protection scope of the present invention.
Claims (10)
1. a vertical container-type intermittent activated sludge process waste disposal plant, comprise the framework identical with standard container physical dimension, it is characterized in that, described framework is settled in vertical, the water treatment zone being suitable for intermittent activated sludge process sewage treatment process is set in it, this water treatment zone is used for regulating sewage, aeration and precipitation; When regulating for sewage, this water treatment zone forms equalizing tank, when for sewage aeration, and this formation aeration tank, water treatment zone, when for sewage quiescent setting, this water treatment zone forms settling tank;
When staticly settling, described water treatment zone is divided into supernatant liquid zone and mud district from top to bottom; Wherein, be provided with water inlet pipe and chemical feed pipe above described supernatant liquid zone, liquid level place is provided with the upflow tube for controlling liquid level; Catchment water shoot or the water decanter for discharging supernatant liquor is provided with in supernatant liquid zone; Bottom, described mud district is provided with aerating apparatus, and the bottom in mud district is provided with shore pipe.
2. vertical container-type intermittent activated sludge process waste disposal plant according to claim 1, it is characterized in that, be provided with several swash plates be arranged in parallel below the supernatant liquid zone of described water treatment zone, this swash plate is obliquely installed along above-below direction.
3. vertical container-type intermittent activated sludge process waste disposal plant according to claim 1, it is characterized in that, described aerating apparatus comprises the first aeration tube being positioned at bottom, mud district, and this first aeration tube is connected with air feeder, and described first aeration tube is provided with the first aeration opening.
4. vertical container-type intermittent activated sludge process waste disposal plant according to claim 3, it is characterized in that, described aerating apparatus also comprises the second aeration tube be connected to bottom mud district, and this second aeration tube is communicated with bottom mud district by the second aeration opening; Described mud district is provided with the gas collection be positioned at above the second aeration opening and stirs cover in the below of the first aeration tube, this gas collection stirring cover is opening down to be right against described second aeration opening and to present little lower macrostructure.
5. the vertical container-type intermittent activated sludge process waste disposal plant according to claim 3 or 4, it is characterized in that, pyramidal structure is arranged in the bottom in described mud district.
6. vertical container-type intermittent activated sludge process waste disposal plant according to claim 4, is characterized in that, the outer end of described shore pipe is provided with the shifting coupling be connected with mud pumping equipment; Described shore pipe and the second aeration tube are docking integrally, and are communicated with mud district by same connected entrance.
7. vertical container-type intermittent activated sludge process waste disposal plant according to claim 1, it is characterized in that, be provided with water decanter in described supernatant liquid zone, this water decanter comprises the water absorption tube floated on supernatant liquid level, is located at the rising pipe on the sidewall of water treatment zone and connects the flexible pipe of water absorption tube and rising pipe.
8. vertical container-type intermittent activated sludge process waste disposal plant according to claim 1, it is characterized in that, the top of described framework is provided with service platform; The outside of framework is provided with cat ladder; Inner cat ladder is provided with in described water treatment zone; Be open framework in the bottom being positioned at the framework below water treatment zone.
9. vertical container-type intermittent activated sludge process waste disposal plant according to claim 1, is characterized in that, be also provided with subsidiary function district in described framework.
10. vertical container-type intermittent activated sludge process waste disposal plant according to claim 1, when sewage quantity is larger, it is characterized in that, this device comprises the treatment facility that many groups are in parallel or be cascaded, and often organizes treatment facility and comprises a set of described framework and interior water treatment zone thereof.
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| CN201610044157.3A CN105502646B (en) | 2016-01-22 | 2016-01-22 | A kind of vertical container-type intermittent activated sludge process sewage-treatment plant |
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| CN201610044157.3A CN105502646B (en) | 2016-01-22 | 2016-01-22 | A kind of vertical container-type intermittent activated sludge process sewage-treatment plant |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5395527A (en) * | 1993-07-01 | 1995-03-07 | Eco Equipement Fep Inc. | Process and apparatus for treating wastewater in a dynamic, bio sequenced manner |
| EP1375436A1 (en) * | 2002-06-24 | 2004-01-02 | Societe Hermex | Method for operating a sequencing batch reactor for wastewater treatment |
| CN202186923U (en) * | 2011-08-16 | 2012-04-11 | 佛山市邦普循环科技有限公司 | Ammonia nitrogen wastewater treatment device |
| CN102858693A (en) * | 2010-04-27 | 2013-01-02 | 西门子工业公司 | Ballasted sequencing batch reactor system and method for treating wastewater |
| CN104386807A (en) * | 2014-11-21 | 2015-03-04 | 南宁市桂合丝业有限公司环保节能科技研发中心 | Sequencing batch jet-flow driven biochemical reactor |
| CN205527974U (en) * | 2016-01-22 | 2016-08-31 | 冯愚斌 | Vertical container formula intermittent type formula activated sludge process sewage treatment plant |
-
2016
- 2016-01-22 CN CN201610044157.3A patent/CN105502646B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5395527A (en) * | 1993-07-01 | 1995-03-07 | Eco Equipement Fep Inc. | Process and apparatus for treating wastewater in a dynamic, bio sequenced manner |
| EP1375436A1 (en) * | 2002-06-24 | 2004-01-02 | Societe Hermex | Method for operating a sequencing batch reactor for wastewater treatment |
| CN102858693A (en) * | 2010-04-27 | 2013-01-02 | 西门子工业公司 | Ballasted sequencing batch reactor system and method for treating wastewater |
| CN202186923U (en) * | 2011-08-16 | 2012-04-11 | 佛山市邦普循环科技有限公司 | Ammonia nitrogen wastewater treatment device |
| CN104386807A (en) * | 2014-11-21 | 2015-03-04 | 南宁市桂合丝业有限公司环保节能科技研发中心 | Sequencing batch jet-flow driven biochemical reactor |
| CN205527974U (en) * | 2016-01-22 | 2016-08-31 | 冯愚斌 | Vertical container formula intermittent type formula activated sludge process sewage treatment plant |
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