CN204434360U - A kind of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit - Google Patents
A kind of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit Download PDFInfo
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Abstract
A kind of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, relates to cultivating wastewater purification technical field.The utility model solves prior art for C/N than the Pig raising wastewater being only about 1, also exist complex process, denitrification effect poor, need supplementary carbon source and basicity, the problem that energy consumption is high, working cost is high.Device is by inlet chest, intake pump, water outlet run-off, goes out water tank, mud discharging mouth, rotten wood stuffing layer, dissolved oxygen detection probe, nitrification liquid reflux pump, dissolved oxygen on-line checkingi display screen, air aeration pump, under meter, aeration head and high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond composition.The utility model relates to the process of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification.
Description
Technical field
The utility model relates to cultivating wastewater purification technical field.
Background technology
Wastewater from Pig Farm mainly comprises fecaluria and the pig house washing waste water of pig, is a kind of high ammonia nitrogen organic waste water, and pig farm exists three kinds of main clear excrement modes at present: dry clear excrement, water rush excrement and bubble excrement (gravity flow).The Large-scale pig farm of China mainly adopts dry clear excrement.In dry clear excrement aquaculture model, pig manure is by machinery or artificially collect, clean, concentrate and transport, and urine and sewage then flow out from water drain, concentrated aftertreatment.The Pig raising wastewater of dry clear excrement formula is a kind of typical low C/N ratio (about 1) organic waste water, and its waste water composition is pig urine mainly, NH
4 +-N and TN content high.
In biochemical treatment, it is generally acknowledged when only having C/N ratio to be greater than 4-6, the demand of denitrifying bacterium to carbon source could be met, reach the object of effective denitrogenation.
Short-cut nitrification and denitrification technological principle: short-cut nitrification and denitrification refers to and nitrifying process is controlled at NO
2 -in-N the stage, suppress NO
2 --N is oxidized into NO further
3 --N, and NO
2 --N is directly converted into N by denitrifying bacterium as final electronics hydrogen acceptor
2.Compared with traditional nitration denitrification denitrogenation technology, short-cut nitrification and denitrification denitrification process tool has the following advantages: (1) reaction times is short, decreases the volume of reactor; (2) energy consumption is low, can save the oxygen-supplying amount of about about 25% compared with traditional method; (3) can reduce by the excess sludge production of 50%; (4) throwing alkali number is reduced; (5) carbon source needed for denitrification is saved, at C/N than the clearance that improve TN certain.
Biological fitler method: Biological fitler method comprises anaerobic biofilter and biological aerated filter process.Anaerobic biofilter develops late 1960s and the high efficiency anaerobic reactor established, and the storage being conducive to microorganism is stayed, and both can shorten start time, can ensure again anaerobic reactor steady running under the shorter residence time and higher hydraulic load condition.BAF uses for reference the mentality of designing of sewage disposal contact oxidation method and feedwater rapid filter, is incorporated in same reaction member, succeeds in developing biological degradation and adsorption filtration two kinds for the treatment of processess at the beginning of generation late 1980s 90.Although anaerobic biofilter and these two kinds of techniques of BAF have many-sided advantage, the efficient denitrification to low ratio of carbon to ammonium waste water and process all can not be realized.
A/O technological principle: A/O technique is a kind of biological denitrification process based on traditional nitration denitrification principle exploitation, its operation scheme is the anoxic section aerobic nitrification liquid of technique rear end being back to technique front end, easily biodegradable organics in fresh wastewater is utilized as denitrifying carbon source, to reach the object of denitrification denitrogenation.
But for C/N than the Pig raising wastewater being only about 1, existing denitrification treatment technology is perfect all not, there is complex process, initial cost is large, denitrification effect is poor, need supplementary carbon source and basicity, the problem that energy consumption is high, working cost is high.Therefore need to develop the technique that clear excrement formula Pig raising wastewater is done in a kind of low-cost high-efficiency process.
Utility model content
The utility model will solve prior art for C/N than the Pig raising wastewater being only about 1, existing denitrification treatment technology is perfect all not, there is complex process, initial cost is large, denitrification effect is poor, need supplementary carbon source and basicity, the problem that energy consumption is high, working cost is high, and provide a kind of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit.
A kind of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit is by inlet chest, intake pump, water outlet run-off, go out water tank, mud discharging mouth, rotten wood stuffing layer, dissolved oxygen detection probe, nitrification liquid reflux pump, dissolved oxygen on-line checkingi display screen, air aeration pump, under meter, aeration head, first hypoxia response district supporting plate, second hypoxia response district supporting plate, 3rd hypoxia response district supporting plate, aerobic reactor zone supporting plate, first hypoxia response district baffle plate, second hypoxia response district baffle plate, 3rd hypoxia response district baffle plate, aerobic reactor zone baffle plate and high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond composition,
Described high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond is separated into the first hypoxia response district, the second hypoxia response district, the 3rd hypoxia response district and aerobic reactor zone successively by the dividing plate of three upper end carry potential overflow mouths from left to right, and the bottom of the first hypoxia response district, the second hypoxia response district, the 3rd hypoxia response district and aerobic reactor zone is equipped with mud discharging mouth;
The first described hypoxia response district is become the first main reaction region, hypoxia response district and the first hypoxia response district water conservancy diversion channel by the baffle for separating of lower end band relief port; The second described hypoxia response district is become the second main reaction region, hypoxia response district and the second hypoxia response district water conservancy diversion channel by the baffle for separating of lower end band relief port; The 3rd described hypoxia response district is become the 3rd main reaction region, hypoxia response district and the 3rd hypoxia response district water conservancy diversion channel by the baffle for separating of lower end band relief port; Described aerobic reactor zone is become main reaction region, aerobic reactor zone and aerobic reactor zone water conservancy diversion channel by the baffle for separating of lower end band relief port;
Inlet chest is communicated with the feed-water end of intake pump by pipeline, the water side of intake pump is communicated with by the first hypoxia response district water conservancy diversion channel of pipeline with high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond, and top, main reaction region, aerobic reactor zone is connected with water outlet run-off; Water outlet run-off top is provided with water outlet and Digestive system outlet, water outlet by pipeline with go out water tank and be connected, Digestive system outlet is connected by the inlet end of pipeline with nitrification liquid reflux pump, and the exit end of nitrification liquid reflux pump is communicated with by the first hypoxia response district water conservancy diversion channel of pipeline with high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond;
The first described bottom, main reaction region, hypoxia response district is provided with the first hypoxia response district supporting plate, second bottom, main reaction region, hypoxia response district is provided with the second hypoxia response district supporting plate, 3rd bottom, main reaction region, hypoxia response district is provided with the 3rd hypoxia response district supporting plate, bottom, main reaction region, aerobic reactor zone is provided with aerobic reactor zone supporting plate, and the first hypoxia response district supporting plate, the second hypoxia response district supporting plate, the 3rd hypoxia response district supporting plate and aerobic reactor zone supporting plate are equipped with rotten wood stuffing floor; Rotten wood stuffing floor top in first main reaction region, hypoxia response district is provided with the first hypoxia response district baffle plate, rotten wood stuffing floor top in second main reaction region, hypoxia response district is provided with the second hypoxia response district baffle plate, rotten wood stuffing floor top in 3rd main reaction region, hypoxia response district is provided with the 3rd hypoxia response district baffle plate, and the rotten wood stuffing layer top in main reaction region, aerobic reactor zone is provided with aerobic reactor zone baffle plate;
Be provided with aeration head bottom described main reaction region, aerobic reactor zone, aeration head is connected with the under meter of aerobic reactor zone outer setting, and under meter is connected with air aeration pump; Top, main reaction region, aerobic reactor zone is provided with dissolved oxygen detection probe, and dissolved oxygen detection probe is connected with dissolved oxygen on-line checkingi display screen.
Advantage of the present utility model: utility model is theoretical and BAF theory and combining by anaerobic filter, creates a kind of new low ratio of carbon to ammonium Pig raising wastewater treatment process.Rotten wood is not only as the filler of attached growth of microorganisms, for microorganism provides the interface needed for biofilm, biomass in augmenting response system, rotten carpentery workshop is its main component of Biodegradable material of a kind of easy acquisition of cheapness is simultaneously xylogen and Mierocrystalline cellulose, in rotten wood with a large amount of Mierocrystalline celluloses and lignin fungi, the rotten wood of decomposable asymmetric choice net also discharges the simple organic such as disaccharides and monose, is the good sources of carbon that denitrifying bacterium carries out anti-nitration reaction.As the corruption wood of filler, be also a kind of slow release carbon source simultaneously, avoid the use of additional carbon, without the need to the additional carbon dosing apparatus of complexity in engineer applied, save construction investment and working cost.
The utility model is in the dry clear excrement formula Pig raising wastewater of this low C/N ratio (about 1) of process, there is its outstanding advantage: by controlling the condition such as dissolved oxygen, temperature of aerobic section, make aerobic reactor zone that short distance nitration reaction mainly occur, thus save the carbon source needed for denitrification.
Hypoxia response district and aerobic reactor zone are made up of to the diversion channel of stream and the main reaction region of upward flow lower all respectively, this ensure that waste water when flowing through each hypoxia response district and aerobic reactor zone current all in flow lifting type, effectively can improve the contact probability of Wastewater Pollutant and microorganism, improve the treatment efficiency of reactor.
The laying of rotten wood stuffing bed in aerobic reactor zone, can create abundant and changeable microenvironment, make anaerobic zone, oxygen-starved area and aerobic zone coexist in packing layer, for synchronous nitration and denitrification provides possibility.The existence of synchronous nitration and denitrification can supplement the basicity that nitrification consumes to a certain extent, thus make the pH that aerobic reactor zone can remain higher, and higher pH can maintain higher the concentration of free ammonia to suppress the growth of nitrifier, the effect of strengthening short distance nitration.The utility model device and technique, can make short-cut nitrification and denitrification and synchronous nitration and denitrification coexist in treatment system, can significantly improve nitrogen removal rate, saves carbon source, reduces processing cost.
The combination of hypoxia response district and aerobic zone and the introducing of rotten wood stuffing fixed bed, create significant biophase separate effect, make each reaction zone functionally present marked difference, be beneficial to denitrogenation.The heterotrophic bacterium of the mainly decomposing organic matter of first three lattice hypoxia response district's enrichment and denitrifying bacterium, be responsible for organic removal and denitrification.The microorganism of aerobic reactor zone is then preponderated with the Nitrite bacteria and Nitrate bacteria that transform ammonia nitrogen, primary responsibility nitrification.The Nitrite bacteria of aerobic reactor zone and Nitrate bacteria, poor growth, excess sludge production is few, and bed of packings also need not carry out back flushing, thus has saved running cost.
The natural packing of the rotten wood in aerobic reactor zone defines a large amount of spaces, make the microorganism on rotten wood and sewage can carry out contact reacts more fully, add gas-water contact area simultaneously, make the microorganism on oxygen, filler, substrate can contact reacts fully.
This cover technique belongs to the integral type technique of Anoxic/Aerobic, does not need sludge reflux, does not need to arrange second pond, thus in engineer applied, save a large amount of capital costs and working cost, and whole set process has very strong capacity of resisting impact load simultaneously.
The treatment process that the utility model relates to is the flow lifting type biological filtering tank process with A/O mode operation, combining the advantage of anoxic biological treatment and Aerobic biological process, Biological fitler method and activated sludge process, is a kind of compound technology processing high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater.Short-cut nitrification and denitrification and synchronous nitration and denitrification technology are incorporated in the biochemical treatment of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater, by controlling run, without the need to additional carbon, with rotten carpentery workshop for filler and slow release carbon source, COD, NH in Pig raising wastewater can be realized
4 +the high efficiency synchronous of-N and TN is removed.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of a kind of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit of the utility model.
Embodiment
Embodiment one: composition graphs 1, present embodiment is that a kind of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit is by inlet chest 1, intake pump 2, water outlet run-off 7, go out water tank 8, mud discharging mouth 10, rotten wood stuffing layer 11, dissolved oxygen detection probe 13, nitrification liquid reflux pump 14, dissolved oxygen on-line checkingi display screen 15, air aeration pump 16, under meter 17, aeration head 18, first hypoxia response district supporting plate 19, second hypoxia response district supporting plate 20, 3rd hypoxia response district supporting plate 21, aerobic reactor zone supporting plate 22, first hypoxia response district baffle plate 23, second hypoxia response district baffle plate 24, 3rd hypoxia response district baffle plate 25, aerobic reactor zone baffle plate 26 and high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond 29 form,
Described high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond 29 is separated into the first hypoxia response district 4 of hypoxia response district 3, second, the 3rd hypoxia response district 5 and aerobic reactor zone 6 successively by the dividing plate 28 of three upper end carry potential overflow mouths from left to right, and the bottom of the first hypoxia response district 4 of hypoxia response district 3, second, the 3rd hypoxia response district 5 and aerobic reactor zone 6 is equipped with mud discharging mouth 10;
The first described hypoxia response district 3 is separated into the first hypoxia response district main reaction region 3-1 and the first hypoxia response district water conservancy diversion channel 3-2 by the dividing plate 27 of lower end band relief port; The second described hypoxia response district 4 is separated into the second hypoxia response district main reaction region 4-1 and the second hypoxia response district water conservancy diversion channel 4-2 by the dividing plate 27 of lower end band relief port; The 3rd described hypoxia response district 5 is separated into the 3rd hypoxia response district main reaction region 5-1 and the 3rd hypoxia response district water conservancy diversion channel 5-2 by the dividing plate 27 of lower end band relief port; Described aerobic reactor zone 6 is separated into main reaction region, aerobic reactor zone 6-1 and aerobic reactor zone water conservancy diversion channel 6-2 by the dividing plate 27 of lower end band relief port;
Inlet chest 1 is communicated with by the feed-water end of pipeline with intake pump 2, the water side of intake pump 2 is communicated with by the first hypoxia response district water conservancy diversion channel 3-2 of pipeline with high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond 29, and 6-1 top, main reaction region, aerobic reactor zone is connected with water outlet run-off 7; Water outlet run-off 7 top is provided with water outlet 7-1 and Digestive system outlet 7-2, water outlet 7-1 by pipeline with go out water tank 8 and be connected, Digestive system outlet 7-2 is connected by the inlet end of pipeline with nitrification liquid reflux pump 14, and the exit end of nitrification liquid reflux pump 14 is communicated with by the first hypoxia response district water conservancy diversion channel 3-2 of pipeline with high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond 29;
The first described 3-1 bottom, main reaction region, hypoxia response district is provided with the first hypoxia response district supporting plate 19, second 4-1 bottom, main reaction region, hypoxia response district is provided with the second hypoxia response district supporting plate 20,3rd 5-1 bottom, main reaction region, hypoxia response district is provided with the 3rd hypoxia response district supporting plate 21,6-1 bottom, main reaction region, aerobic reactor zone is provided with aerobic reactor zone supporting plate 22, and the first hypoxia response district supporting plate 19, second hypoxia response district supporting plate the 20, the 3rd hypoxia response district supporting plate 21 and aerobic reactor zone supporting plate 22 are equipped with rotten wood stuffing floor 11; Rotten wood stuffing floor 11 top in first hypoxia response district main reaction region 3-1 is provided with the first hypoxia response district baffle plate 23, rotten wood stuffing floor 11 top in second hypoxia response district main reaction region 4-1 is provided with the second hypoxia response district baffle plate 24, rotten wood stuffing floor 11 top in 3rd hypoxia response district main reaction region 5-1 is provided with the 3rd hypoxia response district baffle plate 25, and rotten wood stuffing layer 11 top in the 6-1 of main reaction region, aerobic reactor zone is provided with aerobic reactor zone baffle plate 26;
Be provided with aeration head 18 bottom described main reaction region, aerobic reactor zone 6-1, aeration head 18 is connected with the under meter 17 of aerobic reactor zone 6 outer setting, and under meter 17 is connected with air aeration pump 16; 6-1 top, main reaction region, aerobic reactor zone is provided with dissolved oxygen detection probe 13, and dissolved oxygen detection probe 13 is connected with dissolved oxygen on-line checkingi display screen 15.
In this embodiment, the first baffle plate the 24, three hypoxia response district of hypoxia response district baffle plate 23, second hypoxia response district baffle plate 25, aerobic reactor zone baffle plate 26 can stop filler to run off.
Water inlet system in this embodiment, waste water squeezes into the lower to stream diversion channel of the first hypoxia response district 3 by intake pump 2, enters main reaction region together with after mixing with the nitrification liquid of backflow.
In this embodiment, the first hypoxia response district 4 of hypoxia response district 3, second, the 3rd hypoxia response district 5 and aerobic reactor zone 6 have been composed in series anoxic/aerobic treatment unit, first hypoxia response district 4 of hypoxia response district 3, second, the 3rd hypoxia response district 5 major function are organic removal and denitrification, aerobic reactor zone 6 major function is nitrification, nitrobacteria belongs to autotrophic bacteria poor growth, so do not need to carry out back flushing.Aerobic reactor zone 6 is provided with aerating apparatus, and aerating apparatus is used for the oxygenation of aerobic reactor zone.
In this embodiment, rotten wood stuffing layer 11 is as filler and slow release carbon source, is fixed on each reaction zone by supporting plate and baffle plate.
In this embodiment, water outlet run-off 7 is for water outlet and nitrification liquid backflow.
The advantage of this embodiment: this embodiment is theoretical and BAF theory and combining by anaerobic filter, creates a kind of new low ratio of carbon to ammonium Pig raising wastewater treatment process.Rotten wood is not only as the filler of attached growth of microorganisms, for microorganism provides the interface needed for biofilm, biomass in augmenting response system, rotten carpentery workshop is its main component of Biodegradable material of a kind of easy acquisition of cheapness is simultaneously xylogen and Mierocrystalline cellulose, in rotten wood with a large amount of Mierocrystalline celluloses and lignin fungi, the rotten wood of decomposable asymmetric choice net also discharges the simple organic such as disaccharides and monose, is the good sources of carbon that denitrifying bacterium carries out anti-nitration reaction.As the corruption wood of filler, be also a kind of slow release carbon source simultaneously, avoid the use of additional carbon, without the need to the additional carbon dosing apparatus of complexity in engineer applied, save construction investment and working cost.
This embodiment is in the dry clear excrement formula Pig raising wastewater of this low C/N ratio (about 1) of process, there is its outstanding advantage: by controlling the condition such as dissolved oxygen, temperature of aerobic section, make aerobic reactor zone that short distance nitration reaction mainly occur, thus save the carbon source needed for denitrification.
Hypoxia response district and aerobic reactor zone are made up of to the diversion channel of stream and the main reaction region of upward flow lower all respectively, this ensure that waste water when flowing through each hypoxia response district and aerobic reactor zone current all in flow lifting type, effectively can improve the contact probability of Wastewater Pollutant and microorganism, improve the treatment efficiency of reactor.
The laying of rotten wood stuffing bed in aerobic reactor zone, can create abundant and changeable microenvironment, make anaerobic zone, oxygen-starved area and aerobic zone coexist in packing layer, for synchronous nitration and denitrification provides possibility.The existence of synchronous nitration and denitrification can supplement the basicity that nitrification consumes to a certain extent, thus make the pH that aerobic reactor zone can remain higher, and higher pH can maintain higher the concentration of free ammonia to suppress the growth of nitrifier, the effect of strengthening short distance nitration.This embodiment device and technique, can make short-cut nitrification and denitrification and synchronous nitration and denitrification coexist in treatment system, can significantly improve nitrogen removal rate, saves carbon source, reduces processing cost.
The combination of hypoxia response district and aerobic zone and the introducing of rotten wood stuffing fixed bed, create significant biophase separate effect, make each reaction zone functionally present marked difference, be beneficial to denitrogenation.The heterotrophic bacterium of the mainly decomposing organic matter of first three lattice hypoxia response district's enrichment and denitrifying bacterium, be responsible for organic removal and denitrification.The microorganism of aerobic reactor zone is then preponderated with the Nitrite bacteria and Nitrate bacteria that transform ammonia nitrogen, primary responsibility nitrification.The Nitrite bacteria of aerobic reactor zone and Nitrate bacteria, poor growth, excess sludge production is few, and bed of packings also need not carry out back flushing, thus has saved running cost.
The natural packing of the rotten wood in aerobic reactor zone defines a large amount of spaces, make the microorganism on rotten wood and sewage can carry out contact reacts more fully, add gas-water contact area simultaneously, make the microorganism on oxygen, filler, substrate can contact reacts fully.
This cover technique belongs to the integral type technique of Anoxic/Aerobic, does not need sludge reflux, does not need to arrange second pond, thus in engineer applied, save a large amount of capital costs and working cost, and whole set process has very strong capacity of resisting impact load simultaneously.
The treatment process that this embodiment relates to is the flow lifting type biological filtering tank process with A/O mode operation, combining the advantage of anoxic biological treatment and Aerobic biological process, Biological fitler method and activated sludge process, is a kind of compound technology processing high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater.Short-cut nitrification and denitrification and synchronous nitration and denitrification technology are incorporated in the biochemical treatment of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater, by controlling run, without the need to additional carbon, with rotten carpentery workshop for filler and slow release carbon source, COD, NH in Pig raising wastewater can be realized
4 +the high efficiency synchronous of-N and TN is removed.
Embodiment two: the difference of present embodiment and embodiment one is: be provided with the thick pebbles layer 12 of 5cm between described aerobic reactor zone supporting plate 22 and rotten wood stuffing layer 11.Other is identical with embodiment one.
The effect of this embodiment cobble layer 12 makes distribute water and air more even.
Embodiment three: the difference of one of present embodiment and embodiment one or two is: the particle diameter of described pebbles layer 12 is 0.5cm ~ 1.5cm.Other is identical with embodiment one or two.
Embodiment four: the difference of one of present embodiment and embodiment one to three is: described rotten wood stuffing layer 11 is by long 2cm ~ 3cm, and the corruption wood of wide 1cm ~ 2cm, thickness 1cm ~ 2cm forms.Other is identical with embodiment one to three.
Embodiment five: the difference of one of present embodiment and embodiment one to four is: the rotten wood stuffing floor 11 in the first described hypoxia response district main reaction region 3-1 is highly 2/5 of the first hypoxia response district main reaction region 3-1 height; Rotten wood stuffing floor 11 in the second described hypoxia response district main reaction region 4-1 is highly 2/5 of the second hypoxia response district main reaction region 4-1 height; Rotten wood stuffing floor 11 in the 3rd described hypoxia response district main reaction region 5-1 is highly 2/5 of the 3rd hypoxia response district main reaction region 5-1 height; Rotten wood stuffing layer 11 in described main reaction region, aerobic reactor zone 6-1 is highly 3/5 of main reaction region, aerobic reactor zone 6-1 height.Other is identical with embodiment one to four.
Embodiment six: the difference of one of present embodiment and embodiment one to five is: rotten wood stuffing floor 11 porosity in the first described hypoxia response district main reaction region 3-1 is 48% ~ 52%; Rotten wood stuffing floor 11 porosity in the second described hypoxia response district main reaction region 4-1 is 48% ~ 52%; Rotten wood stuffing floor 11 porosity in the 3rd described hypoxia response district main reaction region 5-1 is 48% ~ 52%; Rotten wood stuffing layer 11 porosity in described main reaction region, aerobic reactor zone 6-1 is 60% ~ 65%.Other is identical with embodiment one to five.
The natural packing of present embodiment wooden unit increases porosity, makes the microorganism on rotten wood and sewage can carry out contact reacts more fully, improves the gas-water contact area of aerobic reactor zone simultaneously.The effect of described rotten timber layer is not only microorganism and provides interface needed for biofilm, and the biomass in augmenting response system, simultaneously for denitrification provides certain carbon source.The laying of rotten wood stuffing bed in aerobic reactor zone, abundant and changeable microenvironment can be created, anaerobic zone, oxygen-starved area and aerobic zone are coexisted in packing layer, thus there is synchronous nitration denitrification denitrogenation, supplement the basicity that nitration reaction consumes to a certain extent.
Embodiment seven: the difference of one of present embodiment and embodiment one to six is: the volume ratio of the first described hypoxia response district main reaction region 3-1 and the first hypoxia response district water conservancy diversion channel 3-2 is 4:1; The volume ratio of the second described hypoxia response district main reaction region 4-1 and the second hypoxia response district water conservancy diversion channel 4-2 is 4:1; The volume ratio of the 3rd described hypoxia response district main reaction region 5-1 and the 3rd hypoxia response district water conservancy diversion channel 5-2 is 4:1; The volume ratio of described main reaction region, aerobic reactor zone 6-1 and aerobic reactor zone water conservancy diversion channel 6-2 is 4:1.Other is identical with embodiment one to six.
The volume ratio of this embodiment main reaction region and water conservancy diversion channel is at about 4:1, and current are all in flow lifting type when flowing through each reaction zone to this ensure that waste water, and water distribution is more even, can better with the microorganism contact reacts on corruption wood.
The heterotrophic bacterium of the interior all enriching denitrifying bacteria in the first described hypoxia response district 4 of hypoxia response district 3, second and the 3rd hypoxia response district 5 and energy degradation of organic substances.
Described aerobic reactor zone 6 enrichment Nitrite bacteria and Nitrate bacteria.
Claims (7)
1. one kind high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, it is characterized in that: high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit is by inlet chest (1), intake pump (2), water outlet run-off (7), go out water tank (8), mud discharging mouth (10), rotten wood stuffing layer (11), dissolved oxygen detection probe (13), nitrification liquid reflux pump (14), dissolved oxygen on-line checkingi display screen (15), air aeration pump (16), under meter (17), aeration head (18), first hypoxia response district supporting plate (19), second hypoxia response district supporting plate (20), 3rd hypoxia response district supporting plate (21), aerobic reactor zone supporting plate (22), first hypoxia response district baffle plate (23), second hypoxia response district baffle plate (24), 3rd hypoxia response district baffle plate (25), aerobic reactor zone baffle plate (26) and high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond (29) composition,
Described high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond (29) is separated into the first hypoxia response district (3), the second hypoxia response district (4), the 3rd hypoxia response district (5) and aerobic reactor zone (6) successively by the dividing plate (28) of three upper end carry potential overflow mouths from left to right, and the bottom of the first hypoxia response district (3), the second hypoxia response district (4), the 3rd hypoxia response district (5) and aerobic reactor zone (6) is equipped with mud discharging mouth (10);
The first described hypoxia response district (3) is separated into the first main reaction region, hypoxia response district (3-1) and the first hypoxia response district water conservancy diversion channel (3-2) by the dividing plate (27) of lower end band relief port; The second described hypoxia response district (4) is separated into the second main reaction region, hypoxia response district (4-1) and the second hypoxia response district water conservancy diversion channel (4-2) by the dividing plate (27) of lower end band relief port; The 3rd described hypoxia response district (5) is separated into the 3rd main reaction region, hypoxia response district (5-1) and the 3rd hypoxia response district water conservancy diversion channel (5-2) by the dividing plate (27) of lower end band relief port; Described aerobic reactor zone (6) is separated into main reaction region, aerobic reactor zone (6-1) and aerobic reactor zone water conservancy diversion channel (6-2) by the dividing plate (27) of lower end band relief port;
Inlet chest (1) is communicated with by the feed-water end of pipeline with intake pump (2), the water side of intake pump (2) is communicated with the first hypoxia response district water conservancy diversion channel (3-2) of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond (29) by pipeline, and main reaction region, aerobic reactor zone (6-1) top is connected with water outlet run-off (7); Water outlet run-off (7) top is provided with water outlet (7-1) and Digestive system outlet (7-2), water outlet (7-1) by pipeline with go out water tank (8) and be connected, Digestive system outlet (7-2) is connected by the inlet end of pipeline with nitrification liquid reflux pump (14), and the exit end of nitrification liquid reflux pump (14) is communicated with the first hypoxia response district water conservancy diversion channel (3-2) of high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treating pond (29) by pipeline;
The first described main reaction region, hypoxia response district (3-1) bottom is provided with the first hypoxia response district supporting plate (19), second main reaction region, hypoxia response district (4-1) bottom is provided with the second hypoxia response district supporting plate (20), 3rd main reaction region, hypoxia response district (5-1) bottom is provided with the 3rd hypoxia response district supporting plate (21), main reaction region, aerobic reactor zone (6-1) bottom is provided with aerobic reactor zone supporting plate (22), and the first hypoxia response district supporting plate (19), second hypoxia response district supporting plate (20), 3rd hypoxia response district supporting plate (21) and aerobic reactor zone supporting plate (22) are equipped with rotten wood stuffing floor (11), rotten wood stuffing floor (11) top in first main reaction region, hypoxia response district (3-1) is provided with the first hypoxia response district baffle plate (23), rotten wood stuffing floor (11) top in second main reaction region, hypoxia response district (4-1) is provided with the second hypoxia response district baffle plate (24), rotten wood stuffing floor (11) top in 3rd main reaction region, hypoxia response district (5-1) is provided with the 3rd hypoxia response district baffle plate (25), and rotten wood stuffing layer (11) top in main reaction region, aerobic reactor zone (6-1) is provided with aerobic reactor zone baffle plate (26),
Described bottom, main reaction region, aerobic reactor zone (6-1) is provided with aeration head (18), aeration head (18) is connected with the under meter (17) of aerobic reactor zone (6) outer setting, and under meter (17) is connected with air aeration pump (16); Main reaction region, aerobic reactor zone (6-1) top is provided with dissolved oxygen detection probe (13), and dissolved oxygen detection probe (13) is connected with dissolved oxygen on-line checkingi display screen (15).
2. one according to claim 1 high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, is characterized in that: be provided with the thick pebbles layer (12) of 5cm between described aerobic reactor zone supporting plate (22) and rotten wood stuffing layer (11).
3. one according to claim 2 high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, is characterized in that: the particle diameter of described pebbles layer (12) is 0.5cm ~ 1.5cm.
4. one according to claim 1 high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, it is characterized in that: described rotten wood stuffing layer (11) is by long 2cm ~ 3cm, the corruption wood composition of wide 1cm ~ 2cm, thickness 1cm ~ 2cm.
5. one according to claim 1 high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, is characterized in that: the rotten wood stuffing floor (11) in the first described main reaction region, hypoxia response district (3-1) is highly 2/5 of the first main reaction region, hypoxia response district (3-1) height; Rotten wood stuffing floor (11) in the second described main reaction region, hypoxia response district (4-1) is highly 2/5 of the second main reaction region, hypoxia response district (4-1) height; Rotten wood stuffing floor (11) in the 3rd described main reaction region, hypoxia response district (5-1) is highly 2/5 of the 3rd main reaction region, hypoxia response district (5-1) height; Rotten wood stuffing layer (11) in described main reaction region, aerobic reactor zone (6-1) is highly 3/5 of main reaction region, aerobic reactor zone (6-1) height.
6. one according to claim 1 high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, is characterized in that: rotten wood stuffing floor (11) porosity in the first described main reaction region, hypoxia response district (3-1) is 48% ~ 52%; Rotten wood stuffing floor (11) porosity in the second described main reaction region, hypoxia response district (4-1) is 48% ~ 52%; Rotten wood stuffing floor (11) porosity in the 3rd described main reaction region, hypoxia response district (5-1) is 48% ~ 52%; Rotten wood stuffing layer (11) porosity in described main reaction region, aerobic reactor zone (6-1) is 60% ~ 65%.
7. one according to claim 1 high ammonia nitrogen low ratio of carbon to ammonium Pig raising wastewater slow release carbon source biochemical denitrification treatment unit, is characterized in that: the first described main reaction region, hypoxia response district (3-1) is 4:1 with the volume ratio in the first hypoxia response district water conservancy diversion channel (3-2); The second described main reaction region, hypoxia response district (4-1) is 4:1 with the volume ratio in the second hypoxia response district water conservancy diversion channel (4-2); The 3rd described main reaction region, hypoxia response district (5-1) is 4:1 with the volume ratio in the 3rd hypoxia response district water conservancy diversion channel (5-2); Described main reaction region, aerobic reactor zone (6-1) is 4:1 with the volume ratio of aerobic reactor zone water conservancy diversion channel (6-2).
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