CN108911133A - A kind of A of improvement2The pond /O and its application - Google Patents
A kind of A of improvement2The pond /O and its application Download PDFInfo
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- CN108911133A CN108911133A CN201810782072.4A CN201810782072A CN108911133A CN 108911133 A CN108911133 A CN 108911133A CN 201810782072 A CN201810782072 A CN 201810782072A CN 108911133 A CN108911133 A CN 108911133A
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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
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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
- C02F3/307—Nitrification and denitrification treatment characterised by direct conversion of nitrite to molecular nitrogen, e.g. by using the Anammox process
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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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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/04—Oxidation reduction potential [ORP]
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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
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/06—Controlling or monitoring parameters in water treatment pH
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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
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/14—NH3-N
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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
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/22—O2
Abstract
The invention discloses a kind of A of improvement2The pond /O and its application, the A of the improvement2The pond /O is in A2The A of one or more groups of reflux pumps is arranged in the aerobic tank one-point or multi-point in the pond /O2The pond /O, specifically, by the NO for detecting the multiple points of aerobic tank2 ‑Height situation, pH value situation of change, ORP value situation of change, the DO value situation of change, NH of-N concentration4 +Reflux pump is arranged at least one of the situation of change of-N value situation.The invention also discloses a kind of reduction energy consumptions, the method for reducing project cost, reduction carbon source.The A of improvement of the invention2The pond /O utilizes short-cut nitrification and denitrification and Anammox denitrogenation, can save construction investment, reduce occupied area, reduce sewage plant operation energy consumption, reduce carbon source dosage, be particularly suitable for reconstruction or newly-built A2The pond /O.
Description
Technical field 2
The invention belongs to sewage treatment fields, and in particular to a kind of A of improvement2The pond /O and its application, particularly provide one
The method that kind reduces energy consumption, reduces project cost, reduces carbon source, reduces occupied area.
Background technique
The many sewage plant collected outside pipe network rain dirt hybrid junctions in China, part pipe network breakage underground water leakage, river water reverse irrigation, portion
It is in charge of net combined system, causes COD of sewage concentration low, especially lower in rainy day COD concentration, C/N is low, in sewage disposal process
Nitrogen removal rate is low, need to add carbon source, increases cost of sewage disposal.A2The pond /O is entirely aerated energy consumption consumed by link and accounts for about
50%-the 70% of full factory energy consumption, traditional sewage disposal process uses nitrification and denitrification, and process flow is as follows:
The technique takes up a large area the problem is that process flow is longer, and capital expenditure is high, and energy consumption is high, and COD is low dense
Carbon source denitrogenation need to be added when spending.
The research of short distance nitration, Anammox concentrates on the reactors such as SBR, CSTR, A/O, and the above research is mostly to test
Room lab scale.It is less about short-cut nitrification and denitrification, Anammox pilot scale and its application at present, not in sewage plant A2/ O is advised in pond
It is applied in modelling production.
Summary of the invention
Goal of the invention:Technical problem to be solved by the invention is to provide a kind of A of improvement2The pond /O.
Also there is provided a kind of A of improvement for technical problems to be solved by the present invention2The application in the pond /O.
There is provided a kind of reduction energy consumption, reduction project cost, reduction carbon sources for the last technical problems to be solved of the present invention
Method.By in A2One-point or multi-point set interior reflux pump in/O aerobic tank, make full use of short-cut nitrification and denitrification and anaerobism ammonia
Oxidation process denitrification.NH4 +- N is NO by short distance nitration2 -- N, mixed liquor are back to anoxic pond, are removed by denitrification, Anammox
Nitrogen.Process flow:
Short-cut nitrification and denitrification:
Anammox:
Technical solution:In order to solve the above-mentioned technical problems, the present invention provides a kind of A of improvement2The pond /O, the improvement
A2The pond /O is in A2The A of one or more groups of reflux pumps is arranged in the aerobic tank one-point or multi-point in the pond /O2The pond /O specifically passes through inspection
Survey A2The NO of the multiple points of the aerobic tank in the pond /O2 -Height situation, pH value situation of change, ORP value situation of change, the DO value of-N concentration become
Change situation, NH4 +Reflux pump is arranged at least one of the situation of change of-N value situation.
Wherein, described in A2The NO of the multiple points of the pond /O aerobic tank2 -In-N concentration, in NO2 -- N concentration reaches lateral at maximum value
One or more groups of reflux pumps are set;And/or in A2The aerobic tank in the pond /O detects in the pH value of multiple points, pH value fall off rate by
Fastly to slow, fall off rate is obviously reduced, downward trend slows down place and one or more groups of reflux pumps are laterally arranged;And/or in A2The pond /O
Aerobic tank detect in the ORP value of multiple points, ORP curve climbing speed by being obviously reduced fastly to slow, climbing speed, ascendant trend
Slow down place and one or more groups of reflux pumps are laterally set;And/or in A2The aerobic tank in the pond /O detects in the DO value of multiple points, in DO
Curve climbing speed is obviously increased by slow-to-fast, climbing speed, one or more groups of reflux pumps are laterally arranged in ascendant trend increase;
And/or in A2The aerobic tank in the pond /O detects the NH of multiple points4 +In-N value, in NH4 +- N fall off rate is by fastly to slow, fall off rate is bright
Aobvious reduction, downward trend slow down place and one or more groups of reflux pumps are laterally arranged.
Wherein, described in A2The NO of the multiple points of the pond /O aerobic tank2 -In-N concentration, NO2 -- N concentration reaches vertically to be set at maximum value
Set one or more groups of reflux pumps;And/or in A2The aerobic tank in the pond /O detects in the pH value of multiple points, and pH value fall off rate is by fast
To slow, fall off rate is obviously reduced, downward trend slows down the vertically arranged one or more groups of reflux pumps in place;And/or in A2The pond /O
Aerobic tank detects in the ORP value of multiple points, and ORP curve climbing speed is by fastly to slow, climbing speed is obviously reduced, ascendant trend subtracts
The slow vertically arranged one or more groups of reflux pumps in place;And/or in A2The aerobic tank in the pond /O detects in the DO value of multiple points, in DO song
Line climbing speed is obviously increased by slow-to-fast, climbing speed, the vertically arranged one or more groups of reflux pumps of ascendant trend increase;
And/or in A2The aerobic tank in the pond /O detects the NH of multiple points4 +In-N value, in NH4 +- N fall off rate is by fastly to slow, fall off rate is bright
Aobvious reduction, downward trend slow down the vertically arranged one or more groups of reflux pumps in place.
The content of present invention further includes the A of the improvement2Application of the pond /O in terms of sewage treatment.
The method that it reduction energy consumption that the content of present invention, which further includes a kind of, reduces project cost, reduces carbon source, the method is logical
Cross detection A2The NO of the multiple points of the aerobic tank in the pond /O2 -Height situation, pH value situation of change, the ORP value situation of change, DO of-N concentration
It is worth situation of change, NH4 +At least one of the situation of change of-N value situation is in A2The aerobic tank one-point or multi-point setting one in the pond /O
Group or multiple groups reflux pump;
Wherein, preferably, in A2The aerobic tank in the pond /O detects the NO of multiple points2 -In-N concentration, by aerobic tank
NO2 -- N concentration is back to anoxic pond up to one or more groups of reflux pumps, mixed liquor are laterally arranged at maximum value, due to sewage quality,
With seasonal variations one or more groups of reflux pumps, real-time detection can be laterally arranged in aerobic tank one-point or multi-point in water, temperature etc.
The NO of multiple points2 -- N concentration selects NO2 -Reflux pump is opened at-N concentration maxima.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the pH value of multiple points, in pH value fall off rate by fastly extremely
Slowly, fall off rate is obviously reduced, downward trend slows down place and one or more groups of reflux pumps are laterally arranged.Aerobic tank nitrifying process pH value
Start constantly decline, this is because NH4+It is converted into NO2 -- N generates H+, NH4 ++3/2O2=NO2 -+H2O+2H+, reduction of speed under pH value
Rate is larger, and when pH value fall off rate is obviously reduced, downward trend slows down, which is laterally arranged one or more groups of reflux pumps.Due to
With seasonal variations one or more groups of reflux can be laterally arranged in aerobic tank one-point or multi-point in sewage quality, water, temperature etc.
Pump, real-time detection PH value select pH value fall off rate by fastly to slow, fall off rate is obviously reduced, downward trend slows down unlatching
Reflux pump.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the ORP value of multiple points, when ORP curve starts on constantly
It rises, in ORP curve climbing speed by fastly to slow, climbing speed is obviously reduced, ascendant trend slows down laterally one group or more of setting
Group reflux pump.It, can be in the laterally setting one of aerobic tank one-point or multi-point since sewage quality, water, temperature etc. are with seasonal variations
Group or multiple groups reflux pump, the ORP value of the multiple points of real-time detection select ORP curve climbing speed by fastly to slow, climbing speed is bright
Aobvious reduction, ascendant trend slow down place and open reflux pump.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the DO value of multiple points, when DO curve starts constantly to rise,
And DO curve climbing speed is obviously increased by slow-to-fast, climbing speed, laterally setting is one or more groups of for ascendant trend increase
Reflux pump.It, can be in laterally one group of the setting of aerobic tank one-point or multi-point since sewage quality, water, temperature etc. are with seasonal variations
Or multiple groups reflux pump, real-time detection DO value, DO curve climbing speed is obviously increased by slow-to-fast, climbing speed, rising becomes for selection
Reflux pump is opened at gesture increase.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the NH of multiple points4 +- N value, in NH4 +- N fall off rate is by fast
To slow, fall off rate is obviously reduced, downward trend slows down place and one or more groups of reflux pumps are laterally arranged.Due to sewage quality, water
With seasonal variations one or more groups of reflux pumps, real-time detection can be laterally arranged in aerobic tank one-point or multi-point in amount, temperature etc.
NH4 +- N value selects NH4 +- N fall off rate slows down unlatching reflux pump by downward trend is obviously reduced to slow, fall off rate fastly.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the NO of multiple points2 -- N concentration, in NO2 -- N concentration reaches maximum
Vertically arranged one or more groups of reflux pumps at value.It, can be in aerobic tank since sewage quality, water, temperature etc. are with seasonal variations
The vertically arranged one or more groups of reflux pumps in one-point or multi-point, real-time detection NO2 -- N selects NO2 -It is opened back at-N concentration maxima
Stream pump.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the pH value of multiple points, in pH value fall off rate by fastly extremely
Slowly, fall off rate is obviously reduced, downward trend slows down the vertically arranged one or more groups of reflux pumps in place.Due to sewage quality, water,
Temperature etc. with seasonal variations, can in the vertically arranged one or more groups of reflux pumps in aerobic tank one-point or multi-point, real-time detection pH value,
Selection pH value fall off rate is by fastly to slow, fall off rate is obviously reduced, downward trend slows down unlatching reflux pump.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the ORP value of multiple points, and ORP curve starts constantly to rise,
In ORP curve climbing speed by fastly to slow, climbing speed is obviously reduced, ascendant trend slows down vertically arranged one or more groups of times
Stream pump.Since sewage quality, water, temperature etc. are with seasonal variations, can aerobic tank one-point or multi-point it is vertically arranged one group or
Multiple groups reflux pump, real-time detection ORP value select ORP curve climbing speed by fastly to slow, climbing speed is obviously reduced, rising becomes
Gesture slows down place and opens reflux pump.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the DO value of multiple points, and DO curve starts constantly to rise,
DO curve climbing speed is obviously increased by slow-to-fast, climbing speed, the vertically arranged one or more groups of reflux of ascendant trend increase
Pump.It, can be vertically arranged one group or more in aerobic tank one-point or multi-point since sewage quality, water, temperature etc. are with seasonal variations
Group reflux pump, real-time detection DO value, DO curve climbing speed is obviously increased by slow-to-fast, climbing speed, ascendant trend increases for selection
General goal opens reflux pump.
Wherein, preferably, in A2The aerobic tank in the pond /O detects the NH of multiple points4 +- N value, in NH4 +- N be worth fall off rate by
Fastly to slow, fall off rate is obviously reduced, downward trend slows down the vertically arranged one or more groups of reflux pumps in place.Due to sewage quality,
Water, temperature etc., can be in the vertically arranged one or more groups of reflux pumps in aerobic tank one-point or multi-point, real-time detections with seasonal variations
NH4 +- N value selects NH4 +- N value fall off rate is by fastly to slow, fall off rate is obviously reduced, downward trend slows down unlatching reflux
Pump.
A of the invention2The aerobic tank in the pond /O is not limited only in aerobic tank pond, further includes entire aerobic tank itself, such as
Aerobic tank pool wall etc..Detection A in the present invention2The NO of the multiple points of the aerobic tank in the pond /O2 -The height situation of-N concentration, pH value variation
Situation, ORP value situation of change, DO value situation of change, NH4 +Multiple points in the situation of change of-N value are at least 2 points.
Heretofore described lateral setting reflux pump refer to and water (flow) direction vertical cross section in horizontal direction into
Row setting.
Heretofore described vertically arranged reflux pump refers to carrying out with the vertical direction of water (flow) direction vertical cross section
Setting.
Beneficial effect:Compared with prior art, the present invention has following advantages:The present invention passes through detection A2The pond /O aerobic tank
NO2 -- N concentration and/or by detection pH value and/or by detection ORP value and/or by detection DO value and/or pass through detection
NH4 +- N value may determine that the optimum position of setting reflux pump.Method of the invention utilizes short-cut nitrification and denitrification and anaerobism ammonia oxygen
Change denitrogenation, construction investment can be saved, sewage plant operation energy consumption is reduced, reduce carbon source dosage.Method setting of the invention
A2The pond /O and tradition A2The pond /O compares, and aerobic tank tankage can reduce about 1/6, and saving construction cost about 1/6 reduces land used about 1/
6, aerobic aeration energy consumption reduces 25% or more, for the lower sewage of C/N, A2The pond /O initial operating stage, the non-shape of anaerobic ammonia oxidizing bacteria
At short-cut nitrification and denitrification can reduce by 40% organic carbon source.It can reduce by 100% organic carbon after anaerobic ammonia oxidizing bacteria is formed
Source.
Detailed description of the invention
Fig. 1 is A of one phase of sewage plant using traditional nitration denitrification sewage treatment2/ O pool process flow chart, one group
Serial 1.25 ten thousand m of scale3/d;
One phase of Fig. 2 sewage plant water-quality sampling point distribution map;
Fig. 3 is the NH in one phase of sewage plant sewage4 +-N、NO2 -- N change curve;
Fig. 4 is ORP, PH, DO change curve in one phase of sewage plant sewage;
Fig. 5 is that the location drawing is arranged in sewage plant one phase reflux pump;
Fig. 6 is sewage plant second phase multiple spot reflux figure;
Fig. 7 is sewage plant second phase water quality sampling distribution map;
Fig. 8 is sewage plant second phase L point reflux NH4 +-N、NO2 -- N change curve;
Fig. 9 is sewage plant second phase L point reflux ORP, PH, DO change curve;
Figure 10 is sewage plant second phase J point reflux NH4 +-N、NO2 -- N change curve;
Figure 11 is sewage plant second phase J point reflux ORP, PH, DO change curve.
Specific embodiment
The present invention is further illustrated below in conjunction with Figure of description and specific embodiment, but embodiment is not to the present invention
It limits in any form.
Embodiment 1
Certain city sewage plant A2/ O pond first stage of the project is put into serial production in August, 2009,2.5 ten thousand m of design scale3/ d, point two systems
Column, every group of 1.25 ten thousand m of series3/ d process flow is as shown in Figure 1:A2The pond /O includes anaerobic pond, anoxic pond and aerobic tank, and technique is adopted
Take traditional nitration denitrification technique.
Using the sewage plant A of Fig. 12The pond /O water quality treatment is as shown in table 1:
Table 1
Since sewage plant inlet COD concentration is low, C/N is than low, A2The pond /O need to add carbon source sodium acetate, increase sewage operation at
This.To reduce cost, short-cut nitrification-denitrification, anaerobism ammonia process are explored.
Such as Fig. 2, NO is detected respectively in aerobic tank arrangement water-quality sampling point A, B, C, D, E, F, G, H, I, J, K, L2 --N、NH4 +- N, PH, DO, ORP value, on January 6th, 2015, testing result was referring to shown in table 2 and Fig. 3, Fig. 4.
Table water quality detection result on January 6th, 2 2015
By Fig. 3, Fig. 4:NO2 -- N is in J point highest;NH4 +- N is worth decline curve, obviously subtracts in J point fall off rate
Small, downward trend slows down;PH value decline curve, J point fall off rate is obviously reduced, downward trend slows down;On ORP curve is continuous
It rises, in J point ORP curve climbing speed by fastly to slow, climbing speed is obviously reduced, ascendant trend slows down;DO curve constantly rises,
J point DO curve climbing speed is significantly increased by slow-to-fast, climbing speed, ascendant trend increases.
It can be by only individually detecting NO by analyzing us2 --N、NH4 +- N value, pH value, ORP value, certain in DO value
One or certain several value is measured simultaneously can obtain and set the conclusion of reflux pump in the J point.
Therefore, we laterally set two groups of reflux pumps according to mixed liquor regurgitant volume in J point.No. 1 point reflux pump is out of service,
Process flow is as shown in Figure 5.
Water quality is as shown in table 3 after handling according to above-mentioned setting reflux pump:
Table 3
According to table 1, table 3 it is found that changing reflux pump position, carbon source can be saved.Due to there was only position in aerobic tank shown in Fig. 5
It sets J and sets reflux pump, sewage plant source water quality, water temperature are larger with seasonal variety, position J partial time period NO2 --N、NH4 +-N、
PH, DO, ORP are not optimum values, for preferably denitrogenation, need to add a small amount of carbon source.
Embodiment 2
The sewage plant creates second phase A within 20162The pond /O.2.5 ten thousand m of design scale3/ d, point two groups of series, every group of series 1.25
Ten thousand m3/d A2/ O pond width is reduced by 21.5 meters to 18 meters, and occupied area reduces about 1/6.
According to a phase operating experience, the second phase uses short-cut nitrification-denitrification, anaerobic ammonia oxidation process, sets at 2 points of J, L
Put back into stream pump reflux.Shown in artwork 6.
Using L point, (anoxic pond and aerobic tank partition wall are referred to aerobic the annual lower reflux pump of water temperature in March December to next year
On the pool wall of pond) setting reflux pump, water sampling point distribution map is as shown in fig. 7, NO on December 29th, 20172 --N、NH4 +- N detection
As shown in figure 8, December 29 ORP, PH, DO detection in 2017 is as shown in Figure 9.The corresponding detection data of Fig. 8 and Fig. 9 is referring to table 4
Shown, two groups of reflux pumps are laterally arranged using J point in the higher reflux pump of water temperature in annual March to December.On June 2nd, 2017 NO2 --N、
NH4 +As shown in Figure 10, June 2 ORP, PH, DO detection in 2017 is as shown in figure 11, Figure 10 and the corresponding detection of Figure 11 for-N detection
Data ginseng is shown in Table 5.
By Fig. 8,9:NO2 -- N is in L point highest;NH4 +- N is worth decline curve, be obviously reduced in L point fall off rate,
Downward trend slows down;PH value decline curve, L point fall off rate is obviously reduced, downward trend slows down;ORP curve constantly rises,
In L point ORP curve climbing speed by fastly to slow, climbing speed is obviously reduced, ascendant trend slows down;DO curve constantly rises, in L
Point DO curve climbing speed is significantly increased by slow-to-fast, climbing speed, ascendant trend increases.
By Figure 10,11:NO2 -- N is in J point highest;NH4 +- N is worth decline curve, obviously subtracts in J point fall off rate
Small, downward trend slows down;PH value decline curve, J point fall off rate is obviously reduced, downward trend slows down;On ORP curve is continuous
It rises, in J point ORP curve climbing speed by fastly to slow, climbing speed is obviously reduced, ascendant trend slows down;DO curve constantly rises,
J point DO curve climbing speed is significantly increased by slow-to-fast, climbing speed, ascendant trend increases.
Table water quality detection result on December 29th, 4 2017
Table water quality detection result on June 2nd, 5 2017
It can be by only individually detecting NO by analyzing us2 --N、NH4 +- N value, pH value, ORP value, certain in DO value
One or certain several value is measured simultaneously can obtain and laterally or vertically set the conclusion of reflux pump in the J point or L point.
It is as shown in table 6 according to above-mentioned setting reflux pump water quality treatment:
According to table 1, table 6 it is found that sewage plant inlet COD concentration is low, C/N is low, using short-cut nitrification-denitrification, anaerobism ammonia
Oxidation technology can save 0.075 yuan/ton of carbon source expense without adding carbon source, save power consumption 27%, using electricity wisely expense
0.04 yuan/ton.
According to Fig. 1 and Fig. 6 it is found that about 1/6 can be saved the area, construction investment about 1/6 is saved, aerobic tank tankage can be with
About 1/6 is reduced, aerobic aeration energy consumption reduces 25% or more, and anaerobic ammonia oxidizing bacteria is not formed, and short-cut nitrification and denitrification can be reduced
40% organic carbon source.It can reduce by 100% organic carbon source after anaerobic ammonia oxidizing bacteria is formed.
Embodiment 3
The present embodiment is same as Example 1, and different is, in A2The aerobic tank in the pond /O detects the NO of multiple points2 --N
Concentration, the pH value of the multiple points of detection, the ORP value for detecting multiple points, the DO value for detecting multiple points, the NH for detecting multiple points4 +- N value,
The NO in aerobic tank2 -- N concentration up at maximum value, NH4 +- N value fall off rate is obviously reduced, downward trend slows down place;Under pH value
Reduction of speed rate is obviously reduced, downward trend slows down place;ORP curve constantly rises, and ORP curve climbing speed is by fastly to slow, upper raising speed
Rate is obviously reduced, ascendant trend slows down place;DO curve constantly rises, and DO curve climbing speed is obvious by slow-to-fast, climbing speed
Increase, vertically arranged one group of reflux pump at ascendant trend increase.
Embodiment 4
The present embodiment is same as Example 1, and different is, in A2The aerobic tank in the pond /O detects the NO of multiple points2 --N
Concentration, the pH value of the multiple points of detection, the ORP value for detecting multiple points, the DO value for detecting multiple points, the NH for detecting multiple points4 +-N
Value, the NO in aerobic tank2 -- N concentration up at maximum value, NH4 +- N value fall off rate is obviously reduced, downward trend slows down place;PH value
Fall off rate is obviously reduced, downward trend slows down place;ORP curve constantly rises, and ORP curve climbing speed is by fastly to slow, rising
Rate is obviously reduced, ascendant trend slows down place;DO curve constantly rises, and DO curve climbing speed is bright by slow-to-fast, climbing speed
Vertically arranged multiple groups reflux pump at aobvious increase, ascendant trend increase.
Embodiment 5
The present embodiment is same as Example 1, and different is, in A2The aerobic tank in the pond /O detects the NO of multiple points2 --N
Concentration, the NO in aerobic tank2 -- N concentration reaches vertically arranged one or more groups of reflux pumps at maximum value.
Embodiment 6
The present embodiment is same as Example 1, and different is, in A2The aerobic tank in the pond /O detects the pH value of multiple points,
In pH value fall off rate by fastly to slow, fall off rate is obviously reduced, downward trend slows down vertically arranged one or more groups of reflux
Pump.
Embodiment 7
The present embodiment is same as Example 1, and different is, in A2The aerobic tank in the pond /O detects the ORP of multiple points
Value, ORP curve constantly rises, in ORP curve climbing speed by fastly to slow, climbing speed is obviously reduced, ascendant trend slows down
Vertically arranged one or more groups of reflux pumps;
Embodiment 8
The present embodiment is same as Example 1, and different is, in A2The aerobic tank in the pond /O detects the DO value of multiple points,
DO curve constantly rises, when DO curve climbing speed is obviously increased by slow-to-fast, climbing speed, ascendant trend increase is vertically set
Set one or more groups of reflux pumps;
Embodiment 9
The present embodiment is same as Example 1, and different is, in A2The aerobic tank in the pond /O detects the NH of multiple points4 +-N
Value, in NH4 +- N fall off rate is vertically arranged one or more groups of by fastly to slow, fall off rate is obviously reduced, downward trend slows down
Reflux pump.
Embodiment 10
The present embodiment is same as Example 2, and different is, in A2The aerobic tank in the pond /O detects the NO of multiple points2 --N
Concentration, the pH value of the multiple points of detection, the ORP value for detecting multiple points, the DO value for detecting multiple points, the NH for detecting multiple points4 +- N value,
The NO in aerobic tank2 -- N concentration up at maximum value, NH4 +- N value fall off rate is obviously reduced, downward trend slows down place;Under pH value
Reduction of speed rate is obviously reduced, downward trend slows down place;ORP curve constantly rises, and ORP curve climbing speed is by fastly to slow, upper raising speed
Rate is obviously reduced, ascendant trend slows down place;DO curve constantly rises, and DO curve climbing speed is obvious by slow-to-fast, climbing speed
Increase, vertically arranged one or more groups of reflux pumps at ascendant trend increase.
It illustrates, preferred embodiment above is only used to illustrate the technical scheme of the present invention and not to limit it, although logical
It crosses above preferred embodiment the present invention is described in detail, however, those skilled in the art should understand that, can be
Various changes are made to it in form and in details, without departing from claims of the present invention limited range.
Claims (7)
1. a kind of A of improvement2The pond /O, which is characterized in that the A of the improvement2The pond /O is in A2The aerobic tank one-point or multi-point in the pond /O
The A of one or more groups of reflux pumps is set2The pond /O, specifically, by detecting A2The NO of the multiple points of the aerobic tank in the pond /O2 -- N concentration
Height situation, pH value situation of change, ORP value situation of change, DO value situation of change, NH4 +At least one in the situation of change of-N value
Situation is planted reflux pump is arranged.
2. the A of improvement according to claim 12The pond /O, which is characterized in that described in A2The multiple points of the aerobic tank in the pond /O
NO2 -In-N concentration, NO2 -- N concentration, which reaches, is laterally arranged one or more groups of reflux pumps at maximum value;
And/or in A2The aerobic tank in the pond /O detects in the pH value of multiple points, and pH value fall off rate is by fastly to slow, fall off rate is obvious
Reduce, downward trend slows down place and one or more groups of reflux pumps are laterally arranged;
And/or in A2The aerobic tank in the pond /O detects in the ORP value of multiple points, and ORP curve climbing speed is by fastly to slow, climbing speed
It is obviously reduced, ascendant trend slows down place and one or more groups of reflux pumps are laterally arranged;
And/or in A2The aerobic tank in the pond /O detects in the DO value of multiple points, in DO curve climbing speed by slow-to-fast, climbing speed
It obviously increases, one or more groups of reflux pumps is laterally set at ascendant trend increase;
And/or in A2The aerobic tank in the pond /O detects the NH of multiple points4 +In-N value, in NH4 +- N fall off rate is by fastly to slow, lower reduction of speed
Rate is obviously reduced, downward trend slows down place and one or more groups of reflux pumps are laterally arranged.
3. the A of improvement according to claim 12The pond /O, which is characterized in that described in A2/ O pond aerobic tank detects multiple points
NO2 -In-N concentration, NO2 -- N concentration reaches vertically arranged one or more groups of reflux pumps at maximum value;
And/or in A2The aerobic tank in the pond /O detects in the pH value of multiple points, and pH value fall off rate is by fastly to slow, fall off rate is obvious
Reduce, downward trend slows down the vertically arranged one or more groups of reflux pumps in place;
And/or in A2The aerobic tank in the pond /O detects in the ORP value of multiple points, and ORP curve climbing speed is by fastly to slow, climbing speed
It is obviously reduced, ascendant trend slows down the vertically arranged one or more groups of reflux pumps in place;
And/or in A2The aerobic tank in the pond /O detects in the DO value of multiple points, in DO curve climbing speed by slow-to-fast, climbing speed
It obviously increases, vertically arranged one or more groups of reflux pumps at ascendant trend increase;
And/or in A2The aerobic tank in the pond /O detects the NH of multiple points4 +In-N value, in NH4 +- N fall off rate is by fastly to slow, lower reduction of speed
Rate is obviously reduced, downward trend slows down the vertically arranged one or more groups of reflux pumps in place.
4. the A of the described in any item improvement of claim 1 ~ 32Application of the pond /O in terms of sewage treatment.
5. a kind of method for reducing energy consumption, reducing project cost, reducing carbon source, which is characterized in that the method is to pass through detection
The NO of the multiple points of aerobic tank2 -Height situation, pH value situation of change, ORP value situation of change, the DO value situation of change, NH of-N concentration4 +At least one of the situation of change of-N value situation is in A2One or more groups of reflux pumps are arranged in the aerobic tank one-point or multi-point in the pond /O.
6. the method according to claim 5 for reducing energy consumption, reducing project cost, reducing carbon source, which is characterized in that in A2/
The aerobic tank in the pond O detects the NO of multiple points2 -In-N concentration, NO2 -- N concentration, which reaches, is laterally arranged one or more groups of reflux at maximum value
Pump;
And/or in A2The aerobic tank in the pond /O detects in the pH value of multiple points, in pH value fall off rate by fastly to slow, fall off rate is bright
Aobvious reduction, downward trend slow down place and one or more groups of reflux pumps are laterally arranged;
And/or in A2The aerobic tank in the pond /O detects in the ORP value of multiple points, in ORP curve climbing speed by fastly to slow, upper raising speed
Rate is obviously reduced, ascendant trend slows down place and one or more groups of reflux pumps are laterally arranged;
And/or in A2The aerobic tank in the pond /O detects in the DO value of multiple points, in DO curve climbing speed by slow-to-fast, climbing speed
It obviously increases, one or more groups of reflux pumps is laterally set at ascendant trend increase;
And/or in A2The aerobic tank in the pond /O detects the NH of multiple points4 +In-N value, in NH4 +- N fall off rate is by fastly to slow, lower reduction of speed
Rate is obviously reduced, downward trend slows down place and one or more groups of reflux pumps are laterally arranged.
7. the method according to claim 5 for reducing energy consumption, reducing project cost, reducing carbon source, which is characterized in that in A2/
The aerobic tank in the pond O detects the NO of multiple points2 -In-N concentration, in NO2 -- N concentration is up to vertically arranged one or more groups of times at maximum value
Stream pump;
And/or in A2The aerobic tank in the pond /O detects in the pH value of multiple points, in pH value fall off rate by fastly to slow, fall off rate is bright
Aobvious reduction, downward trend slow down the vertically arranged one or more groups of reflux pumps in place;
And/or in A2The aerobic tank in the pond /O detects in the ORP value of multiple points, and ORP curve constantly rises, in ORP curve climbing speed
By fastly to slow, climbing speed is obviously reduced, ascendant trend slows down vertically arranged one or more groups of reflux pumps;
And/or in A2The aerobic tank in the pond /O detects in the DO value of multiple points, and DO curve constantly rises, when DO curve climbing speed by
Slow-to-fast, climbing speed obviously increase, vertically arranged one or more groups of reflux pumps at ascendant trend increase;
And/or in A2The aerobic tank in the pond /O detects the NH of multiple points4 +In-N value, in NH4 +- N fall off rate is by fastly to slow, lower reduction of speed
Rate is obviously reduced, downward trend slows down place, vertically arranged one or more groups of reflux pumps.
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CN111908605A (en) * | 2020-08-28 | 2020-11-10 | 桂林理工大学 | Method for treating domestic sewage by anaerobic ammonia oxidation-oxidation ditch coupling |
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CN203630652U (en) * | 2013-12-23 | 2014-06-04 | 北京伊普国际水务有限公司 | Control system for reflux quantity of AAO sewage dephosphorization and denitrification process |
CN104724826A (en) * | 2015-03-24 | 2015-06-24 | 浙江汉蓝环境科技有限公司 | Biochemical treatment method of industrial wastewater and aerobic tank |
CN206494770U (en) * | 2016-11-07 | 2017-09-15 | 天津市市政工程设计研究院 | A kind of sewage disposal biological reaction pool |
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2018
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Publication number | Priority date | Publication date | Assignee | Title |
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CN203630652U (en) * | 2013-12-23 | 2014-06-04 | 北京伊普国际水务有限公司 | Control system for reflux quantity of AAO sewage dephosphorization and denitrification process |
CN104724826A (en) * | 2015-03-24 | 2015-06-24 | 浙江汉蓝环境科技有限公司 | Biochemical treatment method of industrial wastewater and aerobic tank |
CN206494770U (en) * | 2016-11-07 | 2017-09-15 | 天津市市政工程设计研究院 | A kind of sewage disposal biological reaction pool |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN111908605A (en) * | 2020-08-28 | 2020-11-10 | 桂林理工大学 | Method for treating domestic sewage by anaerobic ammonia oxidation-oxidation ditch coupling |
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