CN105110468A - Method for treating sewage by using integrated biological reaction tank operating in multiple modes - Google Patents
Method for treating sewage by using integrated biological reaction tank operating in multiple modes Download PDFInfo
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Abstract
The invention discloses a method for treating sewage by using an integrated biological reaction tank operating in multiple modes. The biological reaction tank comprises a biological selection zone, a pre-anoxic zone, a main reaction zone, a water distribution zone, a water outlet zone and an internal reflux channel, wherein the main reaction zone comprises a zone A, a zone B and a zone C; the zone A can serve as an anaerobic zone or an anoxic zone during operation; the zone B and the zone C can serve as aerobic zones and can also serve as anaerobic zones or anoxic zones during operation; the biological selection zone is arranged on the forepart of the reaction tank; the pre-anoxic zone is arranged behind the biological selection zone; the water distribution zone is arranged among the zone A, the zone B and the zone C; and the water outlet zone is arranged between the zone B and the zone C and is connected with the water distribution zone by the internal reflux channel. The method provided by the invention has the advantages that the method has the characteristics of intensification, small floor area and small quantity of equipment; the reaction tank can alternately operate in multiple modes; and the modes are switched freely and flexibly, so that impact load resistance is ensured and efficient biological nitrogen and phosphorus removal can be achieved under the condition that the inflow water quality changes more substantially.
Description
Technical field
The present invention relates to a kind of sewage water treatment method, particularly, relating to a kind of use can the integral biological reaction tank of the multi-mode operation method of disposing of sewage.
Background technology
In recent years, sewage disposal has entered should advanced treatment stage of efficient organics removal high-efficient denitrification and dephosphorization again, high-efficiency biological nitrogen and phosphorus removal technology becomes the study hotspot of current sewage treatment area, when influent quality rangeability is larger, ensure that efficient biological carbon and phosphorous removal effect is more important.At present, standard biologic reaction tank otherwise by just putting AAO(anaerobic-anoxic-oxic) pattern or inversion A AO(anoxic-anaerobic-aerobic) mode operation, press alternative expression mode operation, as techniques such as SBR, UNITANK, operational mode is comparatively single, when influent quality rangeability is comparatively large and in the exigent situation of stable water outlet, above technique limits the development of sewage treatment industry to a certain extent.
Summary of the invention
The object of this invention is to provide a kind of method for sewage disposal, by each module organic assembling is completed in a pond, reach intensive, take up an area little, that number of devices is few effect, both AAO(anaerobic-anoxic-oxic can just be put) mode operation, also can inversion A AO(anoxic-anaerobic-aerobic) mode operation, also can according to water quality situation, multi-mode alternate run, alternate run pattern can reach more than 6 kinds, various pattern switches freedom and flexibility, anti impulsion load, can realize high-efficiency biological nitrogen and phosphorus removal when influent quality rangeability is larger.
In order to achieve the above object, the invention provides a kind of method using the integral biological reaction tank of multi-mode operation to dispose of sewage, wherein, the biological reaction tank that the method uses comprises biological selecting area, pre-oxygen-starved area, main reaction region, water distributing area, exhalant region and internal reflux canal; Described main reaction region comprises A district, B district and C district; Can as anaerobic zone or oxygen-starved area when described A district runs, can also can as anaerobic zone or oxygen-starved area as aerobic zone when B district and C district run.This integral biological reaction tank both can just put AAO(anaerobic-anoxic-oxic) mode operation, also can inversion A AO(anoxic-anaerobic-aerobic) mode operation, also can according to water quality situation, multi-mode alternate run, alternate run pattern can reach more than 6 kinds; Operational mode is various, switches flexible, can adapt to influent quality and significantly change and meet effluent quality requirement.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, described biological selecting area is positioned at the most leading portion of reaction tank, it is pulling flow type reaction in district, arrange water inlet pipe and mechanical stirrer, described mechanical stirrer can be submersible agitator also can be the other types such as turbine agitator; Pulling flow type reaction carries out chemical reaction with plug-flow liquid form, and the liquid material particle passed is discharged with the order identical with when entering, and its residence time equals theoretical residence time, reduce or eliminates longitudinal dissemination.It is modal a kind of form in water treatment procedure; Described water inlet pipe arranges flexible joint, facilitates the installation of reaction tank inlet and outlet piping to be connected, also prevent reaction tank from building up pipeline dislocation that rear non-uniform settling causes and tensile phenomenon; The top of described biological selecting area is provided with external reflux mud canal, be provided with adjustable checkgate in canal or adjust stream tuning valve, ratio by reasonable adjusting external reflux mud and water inlet mixing realizes bioselection, suppress hyphomycetic growth, filter out the Zoogloea bacteria favourable to water treatment, ensure the operation that reaction tank is stable; The treatment time of the biological selecting area described in during operation and hydraulic detention time are 0.2 ~ 0.5h.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, described rear, biological selecting area is provided with pre-oxygen-starved area, described pre-oxygen-starved area is by arranging partition wall and bioselection distinguishes, partition wall top is provided with high-order water hole, water hole can prevent the short stream of sewage, improves reaction effect; Be pulling flow type reaction in described pre-oxygen-starved area, arrange mechanical stirrer, described mechanical stirrer can be submersible agitator also can be the other types such as turbine agitator; Described external reflux mud canal extends to pre-oxygen-starved area from described biological selecting area, and is provided with external reflux sludge conditioning weir gate in access place with pre-oxygen-starved area or adjusts and flow tuning valve; This district can eliminate returned sluge Middle molecule state dissolved oxygen and water inlet in adjoint dissolved oxygen to the disadvantageous effect of anaerobic zone, realize efficient dephosphorization.Small-bore relief tube is set bottom partition wall, in order to strengthen curtain wall structure stability and to reduce wall thickness.The treatment time of the pre-oxygen-starved area described in during operation is 0.5 ~ 1h.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, described A district is separated by partition wall with pre-oxygen-starved area, low level water hole is provided with bottom partition wall, sewage can therefrom enter, and water hole can prevent the short stream of sewage, improves reaction effect; A arranges submersible water impeller in district, all arranges aerating apparatus and submersible water impeller, the micro-hole aerator that described aerating apparatus is surface aeration oxygen replenishing equipment or is placed at the bottom of pond in B district and C district; Described A district and B district, to separate respectively by partition wall between B district with C district.Be complete hybrid reaction in the main reaction region that A district, B district and C district form, the main reaction region treatment time can calculate according to denitrogenation dephosphorizing target call be determined.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, described C district, by inlet segment, full pond blow-down pipe is set and mounted valve at it, described full pond blow-down pipe comprises meta blow-down pipe and bottom blow-down pipe, meta blow-down pipe is used for reaction tank debugging cultivation when building up, and bottom blow-down pipe is used for full pond and cuts off the water maintenance; Also be provided with built-in pipe between described A district and described B district and can be connected by this built-in pipe, described built-in pipe is ductile iron pipe or steel pipe, built-in pipe arranges gate at it by one end, A district or arrange valve in the middle part of built-in pipe, when reaction tank is with anoxic-anaerobic-aerobic mode operation and the full pond emptying of reaction tank, the gate of built-in pipe or valve open.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, between described B district and C district, its partition wall top is provided with channel, and connect exhalant region and water distributing area, this channel is described internal reflux canal; Described internal reflux canal is being respectively equipped with gate with exhalant region or junction, water distributing area, and the bottom of internal reflux canal is provided with communicating aperture.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, described internal reflux canal doublely can do and surmount canal, and when B district and C district equipment stop transport maintenance, sewage can directly surmount to exhalant region after biological selecting area, pre-oxygen-starved area, the process of main reaction A district.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, described water distributing area also can connect this three regions in A district, between B district and C district, the planar profile of described water distributing area is trilateral, three limits are adjacent with C district with A district, B district respectively, and the valve or weir gate that can be connected with A district, B district and C district are set respectively, both can distribute the water inlet from A district, also can control and distribute the nitrification liquid from internal reflux canal.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, described exhalant region, between B district and C district, is symmetrical arranged with water distributing area; Described exhalant region planar profile is trilateral, and base is parallel with the side of this biological reaction tank near the side of biological reaction tank, and another both sides are adjacent with C district with B district respectively and arrange the valve or weir gate that can be communicated with main reaction B district and C district respectively; Set out water pipe and at least 2 internal reflux pumps in described exhalant region, and setting surmounts by-pass valve control; When described internal reflux pump is opened, pumping nitrification liquid along internal reflux canal to water distributing area, more as required by any one in water distributing area to A district, B district, C district; Described internal reflux pump is pump through walls or submersible axial flow pump, is preferably pump through walls; Described rising pipe arranges flexible joint, facilitates the installation of reaction tank inlet and outlet piping to be connected, also prevent reaction tank from building up pipeline dislocation that rear non-uniform settling causes and tensile phenomenon.
The method that the integral biological reaction tank of above-mentioned use multi-mode operation is disposed of sewage, wherein, the valve in described water distributing area and exhalant region and weir gate are all designed to bi-directional compression; Described internal reflux canal, when reflux pump is opened, internal reflux canal is opened to water distributing area gate; Internal reflux canal as surmount canal use time, internal reflux pump cuts out, and water distributing area to B district and C district valve or weir gate are closed, and internal reflux canal is all opened to water distributing area gate and internal reflux canal to exhalant region gate; When B district and C district normally run, internal reflux canal is normally closed to exhalant region gate.
The method that the integral biological reaction tank of use multi-mode operation provided by the invention is disposed of sewage has the following advantages:
(1) each module organic assembling of biological reaction tank completes in a pond, intensive, take up an area little, number of devices is few, integral biological reaction tank both can just put AAO(anaerobic-anoxic-oxic) mode operation, also can inversion A AO(anoxic-anaerobic-aerobic) mode operation, also can according to water quality situation, multi-mode alternate run, alternate run pattern can reach more than 6 kinds; Operational mode is various, switches flexible, can adapt to influent quality and significantly change and meet effluent quality requirement.
(2) reaction tank leading portion arranges biological selecting area, and the ratio by reasonable adjusting external reflux mud and water inlet mixing realizes bioselection, suppresses hyphomycetic growth, filters out the Zoogloea bacteria favourable to water treatment, ensures the operation that reaction tank is stable.
(3) reaction tank arranges pre-oxygen-starved area, can eliminate returned sluge Middle molecule state dissolved oxygen and water inlet in adjoint dissolved oxygen to the disadvantageous effect of anaerobic zone, realize efficient dephosphorization.
(4) when reaction tank alternate run, according to influent quality, can select whether to run internal reflux pump.Such as when total nitrogen concentration of intaking is on the low side, internal reflux pump can not be run, rely on the communicating aperture between aerobic zone and oxygen-starved area to realize internal reflux; When total nitrogen concentration of intaking is higher, enables internal reflux pump and strengthen internal reflux, realize efficient denitrification.
(5) double the doing of internal reflux canal surmounts canal use, and practical function compound, does not increase extra quantities, facilitates aeration and agitator means to overhaul and operational management.
Accompanying drawing explanation
Fig. 1 is the structural representation of the method that the integral biological reaction tank of use multi-mode operation of the present invention is disposed of sewage.
Fig. 2 is the aa place diagrammatic cross-section of the method that the integral biological reaction tank of use multi-mode operation of the present invention is disposed of sewage.
Fig. 3 is the exhalant region diagrammatic cross-section of the method that the integral biological reaction tank of use multi-mode operation of the present invention is disposed of sewage.
Fig. 4 is that the first of the integral biological reaction tank of the use multi-mode operation of the present invention method of disposing of sewage just is putting AAO pattern diagram.
Fig. 5 is that the second of the method that the integral biological reaction tank of use multi-mode operation of the present invention is disposed of sewage just is putting AAO pattern diagram.
Fig. 6 is the inversion A AO pattern diagram of the method that the integral biological reaction tank of use multi-mode operation of the present invention is disposed of sewage.
Fig. 7 is the alternate run schematic diagram of the method that the integral biological reaction tank of use multi-mode operation of the present invention is disposed of sewage.
Embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is further described.
As shown in Figure 1, the method that the integral biological reaction tank of use multi-mode operation provided by the invention is disposed of sewage, comprises biological selecting area 22, pre-oxygen-starved area 23, main reaction region 24, water distributing area 25, exhalant region 26 and internal reflux canal 27.
This biological reaction tank leading portion arranges biological selecting area 22, pre-oxygen-starved area 23.Water inlet enters biological selecting area 22 from water inlet pipe 1; External reflux mud enters external reflux mud canal 17 from external reflux sludge pipe 3, external reflux mud canal 17 accesses biological selecting area 22 and extends to pre-oxygen-starved area 23,2 adjustable checkgates are at least set in itself and access place of pre-oxygen-starved area 23 or adjust and flow tuning gate 4 and carry out proportional distribution and intake to mix and realize bioselection, suppress hyphomycetic growth, filter out the Zoogloea bacteria favourable to water treatment, ensure the operation that reaction tank is stable.
Pre-oxygen-starved area 23 is positioned at rear, biological selecting area 22, arranges partition wall and separates with biological selecting area 22, and partition wall top arranges high-order water hole 6, is pulling flow type reaction, arranges mechanical stirrer 5 in district.Mechanical stirrer 5 can be submersible agitator also can be the other types such as turbine agitator.This reaction zone can eliminate returned sluge Middle molecule state dissolved oxygen and water inlet in adjoint dissolved oxygen to the disadvantageous effect of anaerobic zone, realize efficient dephosphorization.Small-bore relief tube 7 is set bottom partition wall, in order to strengthen curtain wall structure stability and to reduce wall thickness.
Main reaction region 24 is complete hybrid reaction: A district and pre-oxygen-starved area 23 are separated by partition wall, submersible water impeller 9 is only set, sewage low level water hole 8 bottom partition wall enters, anaerobic zone or oxygen-starved area is can be used as during operation, B district and C district all arrange aerating apparatus and submersible water impeller 9, and can be used as aerobic zone during operation also can as anaerobic zone or oxygen-starved area.The aerating apparatus of the setting in B district and C district can be the micro-hole aerator be placed at the bottom of pond, also can be surface aeration oxygen replenishing equipment.High-order water hole 6 or low level water hole 8 can prevent the short stream of sewage, improve reaction effect.Shown in Figure 2.
C district arranges full pond blow-down pipe and mounted valve 21 by inlet segment, and full pond blow-down pipe comprises meta blow-down pipe 19 and bottom blow-down pipe 20, is used for reaction tank debugging cultivation when building up during meta emptying, is used for full pond and cuts off the water maintenance during the emptying of bottom.
A district and B district are except being connected by water distributing area 25, also be connected by built-in pipe 16, built-in pipe is ductile iron pipe or steel pipe, built-in pipe arranges gate at it by one end, A district or arrange valve in the middle part of built-in pipe 16, when reaction tank inversion A AO mode operation and the full pond emptying of reaction tank, this gate or valve open.
Water distributing area 25 is in A district, between B district and C district, planar profile is trilateral, three limits are adjacent with C district with A district, B district respectively, arrange respectively in district and can be communicated with main reaction A district, the valve in B district and C district or weir gate 10,11, both can distribute the water inlet from A district, also can control and distribute the nitrification liquid from internal reflux canal 27.
Exhalant region 26 is between B district and C district, and planar profile is trilateral, and base is parallel with the side of this biological reaction tank near the side of biological reaction tank, and another both sides are adjacent with C district with B district respectively.This exhalant region 26 is symmetrical arranged with water distributing area 25, sets out water pipe 15 and at least 2 internal reflux pumps 13 in exhalant region 26, and setting surmounts by-pass valve control.Valve or the weir gate 14 that can be communicated with main reaction B district and C district are also set in exhalant region 26 respectively.Shown in Figure 3.
Internal reflux canal 27 connects exhalant region 26 and water distributing area 25, and be the channel being positioned at B district and mid-board top, C district, the bottom of internal reflux canal 27 is provided with communicating aperture 28.Internal reflux canal 27 is being respectively equipped with gate 18 and gate 12 with exhalant region 26 or junction, water distributing area 25.When internal reflux pump 13 is opened, gate 12 is opened, pumping nitrification liquid along internal reflux canal 27 to water distributing area 25, then according to operating mode needs, by any one in water distributing area 25 to A, B, C district.
Internal reflux canal 27 doublely can do and surmount canal, and when the aeration in B district and C district and whipping device stop transport maintenance, sewage can directly surmount to exhalant region 26 after biological selecting area 22, pre-oxygen-starved area 23, the process of A district.
Valve in water distributing area 25 and exhalant region 26 or weir gate 10,11,14 are bi-directional compression: when internal reflux pump 13 is opened, internal reflux canal 27 to water distributing area 25 gate 12 is opened; Internal reflux canal 27 is as when surmounting canal use, and internal reflux pump 13 cuts out, and 25 to B district, water distributing area and C district weir gate 11 are closed, and internal reflux canal 27 to water distributing area 25 gate 12 and internal reflux canal 27 to exhalant region 26 gate 18 are all opened.When B district and C district normally run, internal reflux canal 27 to exhalant region 26 gate 18 is normally closed.
Reaction tank water inlet pipe 1 and rising pipe 15 arrange flexible joint 2, facilitates the installation of reaction tank inlet and outlet piping to be connected, also prevent reaction tank from building up pipeline dislocation that rear non-uniform settling causes and tensile phenomenon.
The method that the integral biological reaction tank of use multi-mode operation provided by the invention is disposed of sewage, its operational mode is as follows:
1 is just putting AAO mode operation: 2 kinds.
(1) AAO pattern 1 is just being put, as shown in Figure 4.
Under this pattern, main reaction A district is make microorganism efficiently release phosphorus as anaerobic zone major function, main reaction B district has been denitrification denitrogenation as oxygen-starved area major function, main reaction C district has been BOD(BiochemicalOxygenDemand as aerobic zone major function, biochemical oxygen demand (BOD)) degrade and complete nitrated, internal reflux pump 13 needs to run always and nitrification liquid is delivered to main reaction B district by water distributing area 25 under this operating mode, and water distributing area 25 to main reaction C district valve or weir gate 11 are closed.Because water-inlet carbon source preferentially meets dephosphorization, when denitrogenation is less demanding, this pattern can be adopted.
(2) AAO pattern 2 is just being put, as shown in Figure 5.
Under this pattern, main reaction A district is make microorganism efficiently release phosphorus as anaerobic zone major function, main reaction C district has been denitrification denitrogenation as oxygen-starved area major function, main reaction B district has been BOD degraded as aerobic zone major function and has completed nitrated, internal reflux pump 13 needs to run always and nitrification liquid is delivered to main reaction C district by water distributing area 25 under this operating mode, and water distributing area 25 to main reaction B district valve or weir gate 11 are closed.Because water-inlet carbon source preferentially meets dephosphorization, when denitrogenation is less demanding, this pattern can be adopted.
2. inversion A AO mode operation: a kind, as shown in Figure 6.
Under this pattern, main reaction A district has been denitrification denitrogenation as oxygen-starved area major function, main reaction B district is make microorganism efficiently release phosphorus as anaerobic zone major function, main reaction B district has been BOD degraded as aerobic zone major function and has completed nitrated, internal reflux pump 13 needs to run always and nitrification liquid is delivered to main reaction A district by water distributing area 25 weir gate under this operating mode, and 25 to main reaction B district, water distributing area and C district valve or weir gate 11 are closed.Because water-inlet carbon source preferentially meets denitrogenation, when dephosphorization is less demanding, this pattern can be adopted.
3. alternate run: is as shown in Figure 7 a cycle for 8h, and often kind of pattern divided for 4 stages, enumerates 6 kinds of patterns and sees the following form 1, selects the operation condition be applicable to according to the height of nitric efficiency.
Table 1. alternate run mode parameter table.
Stage I, main reaction A district is make microorganism efficiently release phosphorus as anaerobic zone major function, main reaction B district has been denitrification denitrogenation as oxygen-starved area major function, main reaction C district has been BOD degraded as aerobic zone major function and has completed nitrated, internal reflux pump 13 needs to run always and nitrification liquid is delivered to main reaction B district by water distributing area 25 under this operating mode, and water distributing area 25 to main reaction C district valve or weir gate 11 are closed.
Stage II, transfer the oxygen-starved area in stage I and main reaction B district to aerobic zone, the hydraulic detention time of aerobic zone and treatment time is made to extend on the one hand, ensure that polyP bacteria fully absorbs phosphorus, can make on the other hand to enter second pond mixed solution there is higher dissolved oxygen, ensure that second pond there will not be anaerobic denitrifying to cause Mud up-floating.
Stage III, for the symmetry status in stage I, by oxygen-starved area and aerobic zone exchange function, the sludge loading of improvement system, namely main reaction C district has been denitrification denitrogenation as oxygen-starved area major function, main reaction B district has been BOD degraded as aerobic zone major function and has completed nitrated, and internal reflux pump 13 needs to run always and nitrification liquid is delivered to main reaction C district by water distributing area 25 under this operating mode, and water distributing area 25 to main reaction B district valve or weir gate 11 are closed.
Stage IV is the symmetry status in stage II, be also transition section, but water (flow) direction is contrary with the stage II.
The method that the integral biological reaction tank of use multi-mode operation provided by the invention is disposed of sewage, have intensive, take up an area little, that number of devices is few advantage, both AAO(anaerobic-anoxic-oxic can just be put) mode operation, also can inversion A AO(anoxic-anaerobic-aerobic) mode operation, also can according to water quality situation, multi-mode alternate run, alternate run pattern can reach more than 6 kinds, various pattern switches freedom and flexibility, anti impulsion load, can realize high-efficiency biological nitrogen and phosphorus removal when influent quality rangeability is larger.
Although content of the present invention has done detailed introduction by above preferred embodiment, will be appreciated that above-mentioned description should not be considered to limitation of the present invention.After those skilled in the art have read foregoing, for multiple amendment of the present invention and substitute will be all apparent.Therefore, protection scope of the present invention should be limited to the appended claims.
Claims (10)
1. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage, it is characterized in that, the biological reaction tank that the method uses comprises biological selecting area (22), pre-oxygen-starved area (23), main reaction region (24), water distributing area (25), exhalant region (26) and internal reflux canal (27); Described main reaction region (24) comprises A district, B district and C district; Can as anaerobic zone or oxygen-starved area when described A district runs, can also can as anaerobic zone or oxygen-starved area as aerobic zone when B district and C district run.
2. the as claimed in claim 1 method using the integral biological reaction tank of multi-mode operation to dispose of sewage, is characterized in that, described biological selecting area (22) is positioned at the most leading portion of reaction tank, arranges water inlet pipe (1) and mechanical stirrer (5) in district; Described water inlet pipe (1) arranges flexible joint (2); The top of described biological selecting area (22) is provided with external reflux mud canal (17), is provided with adjustable checkgate or adjusts stream tuning valve (4) in canal; The treatment time of the biological selecting area (22) described in during operation is 0.2 ~ 0.5h.
3. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage as claimed in claim 2, it is characterized in that, described biological selecting area (22) rear is provided with pre-oxygen-starved area (23), described pre-oxygen-starved area (23) is separated with biological selecting area (22) by arranging partition wall, and partition wall top is provided with high-order water hole (6); In described pre-oxygen-starved area (23), mechanical stirrer (5) is set; Described external reflux mud canal (17) extends to pre-oxygen-starved area (23) from described biological selecting area (22), and is provided with external reflux sludge conditioning weir gate in access place with pre-oxygen-starved area (23) or adjusts and flow tuning valve (4); The treatment time of the pre-oxygen-starved area (23) described in during operation is 0.5 ~ 1h.
4. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage as claimed in claim 1, it is characterized in that, described A district is separated by partition wall with pre-oxygen-starved area (23), and be provided with low level water hole (8) bottom partition wall, sewage can therefrom enter; Submersible water impeller (9) is set in A district, in B district and C district, aerating apparatus and submersible water impeller (9) is all set, the micro-hole aerator that described aerating apparatus is surface aeration oxygen replenishing equipment or is placed at the bottom of pond; Described A district and B district, to separate respectively by partition wall between B district with C district.
5. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage as claimed in claim 4, it is characterized in that, described C district, by inlet segment, full pond blow-down pipe is set and mounted valve at it, described full pond blow-down pipe comprises meta blow-down pipe (19) and bottom blow-down pipe (20), debug cultivation when meta blow-down pipe (19) builds up for reaction tank, bottom blow-down pipe (20) to be cut off the water maintenance for full pond; Also be provided with built-in pipe (16) between described A district and described B district and can be connected by this built-in pipe (16), described built-in pipe (16) is ductile iron pipe or steel pipe, built-in pipe (16) leans on one end, A district to arrange gate at it or arranges valve at built-in pipe (16) middle part, when reaction tank is with anoxic-anaerobic-aerobic mode operation and the full pond emptying of reaction tank, the gate of built-in pipe (16) or valve open.
6. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage as claimed in claim 4, it is characterized in that, between described B district and C district, its partition wall top is provided with channel, connect exhalant region (26) and water distributing area (25), this channel is described internal reflux canal (27); Described internal reflux canal (27) is being respectively equipped with gate with exhalant region (26) or water distributing area (25) junction.
7. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage as claimed in claim 6, it is characterized in that, described internal reflux canal (27) doublely can do and surmount canal, when B district and C district equipment stop transport maintenance, sewage can directly surmount to exhalant region (26) after biological selecting area (22), pre-oxygen-starved area (23), the process of A district.
8. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage as claimed in claim 6, it is characterized in that, described water distributing area (25) also can connect this three regions in A district, between B district and C district, the planar profile of described water distributing area (25) is trilateral, three limits are adjacent with C district with A district, B district respectively, and arrange the valve or weir gate that can be connected with A district, B district and C district respectively.
9. the method using the integral biological reaction tank of multi-mode operation to dispose of sewage as claimed in claim 6, it is characterized in that, described exhalant region (26), between B district and C district, is symmetrical arranged with water distributing area (25); Described exhalant region (26) planar profile is trilateral, sets out water pipe (15) and at least 2 internal reflux pumps (13) in described exhalant region (26), and setting surmounts by-pass valve control; When described internal reflux pump (13) is opened, pumping nitrification liquid along internal reflux canal (27) to water distributing area (25), then by any one in water distributing area (25) to A district, B district, C district; Described internal reflux pump (13) is pump through walls or submersible axial flow pump; Described rising pipe (15) arranges flexible joint (2).
10. the method that the integral biological reaction tank as the use multi-mode operation in claim 6 ~ 9 as described in any one is disposed of sewage, it is characterized in that, described internal reflux canal (27), when reflux pump (13) is opened, internal reflux canal (27) is opened to water distributing area (25) gate; At internal reflux canal (27) as when surmounting canal use, internal reflux pump (13) cuts out, water distributing area (25) to B district and C district valve or weir gate are closed, and internal reflux canal (27) is all opened to water distributing area (25) gate and internal reflux canal (27) to exhalant region (26) gate; When B district and C district normally run, internal reflux canal (27) is normally closed to exhalant region (26) gate.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105110467A (en) * | 2015-08-27 | 2015-12-02 | 上海市政工程设计研究总院（集团）有限公司 | Nitrogen and phosphorus removal integrated biological reaction tank operating in multiple modes |
| CN110171913A (en) * | 2019-07-05 | 2019-08-27 | 无锡市政设计研究院有限公司 | Combination membrane biological reaction pool sewage disposal system and method |
| CN114195264A (en) * | 2021-11-23 | 2022-03-18 | 中国电建集团华东勘测设计研究院有限公司 | A2/O biochemical pool structure suitable for sewage treatment plant does not cut off water and overhauls |
| CN114644434A (en) * | 2022-04-13 | 2022-06-21 | 同济大学 | Sewage low-carbon biological treatment system and method adaptive to water quality change |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105110467A (en) * | 2015-08-27 | 2015-12-02 | 上海市政工程设计研究总院（集团）有限公司 | Nitrogen and phosphorus removal integrated biological reaction tank operating in multiple modes |
| CN110171913A (en) * | 2019-07-05 | 2019-08-27 | 无锡市政设计研究院有限公司 | Combination membrane biological reaction pool sewage disposal system and method |
| CN114195264A (en) * | 2021-11-23 | 2022-03-18 | 中国电建集团华东勘测设计研究院有限公司 | A2/O biochemical pool structure suitable for sewage treatment plant does not cut off water and overhauls |
| CN114195264B (en) * | 2021-11-23 | 2024-02-23 | 中国电建集团华东勘测设计研究院有限公司 | A2/O biochemical pond structure suitable for sewage treatment plant overhauls without stopping water |
| CN114644434A (en) * | 2022-04-13 | 2022-06-21 | 同济大学 | Sewage low-carbon biological treatment system and method adaptive to water quality change |
| CN114644434B (en) * | 2022-04-13 | 2022-12-06 | 同济大学 | Sewage low-carbon biological treatment system and method adaptive to water quality change |
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