CN201229714Y - Segmental influent and biological denitrification process control experimental apparatus by circulating type active sludge process - Google Patents

Segmental influent and biological denitrification process control experimental apparatus by circulating type active sludge process Download PDF

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Publication number
CN201229714Y
CN201229714Y CNU2008201084860U CN200820108486U CN201229714Y CN 201229714 Y CN201229714 Y CN 201229714Y CN U2008201084860 U CNU2008201084860 U CN U2008201084860U CN 200820108486 U CN200820108486 U CN 200820108486U CN 201229714 Y CN201229714 Y CN 201229714Y
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time
valve
reaction region
main reaction
real
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彭永臻
马娟
王丽
王淑莹
甘一萍
常江
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Beijing University of Technology
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Beijing University of Technology
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Abstract

The utility model relates to an experiment device for controlling the step-feed deep nitrogen removing process of a circulating type activated sludge method which belongs to the technical fields of a sequencing batch activated sludge method and deformed process sewage biological denitrificaion thereof. In the utility model, a running mode of multiple feed is integrated with a real time control system; besides, an organic carbon source in the original sewage is fully used, thus most extensively saving the amount of the externally fed carbon source; simultaneously the time of nitration and denitrification of each step is reasonably distributed. A hypoxic stirring step is added; moreover, the aerobic/hypoxic modes of variable time period are used; while the time of aerobic aeration and hypoxic stirring is controlled by a real time control strategy. The experiment device not only can improve the processing efficiency, reduce the running cost, but also can still accurately control the alternative aerobic/hypoxic time as the online real time control process is adopted, thus leading the anti-impact load capacity of the whole system to be greatly improved when a larger change happens to the concentration of an intake contamination.

Description

Circulating type active sludge method subsection water-feeding deep denitrogenation process control device
Technical field
The utility model relates to the experiment device for teaching of CAST (circulating type active sludge method) subsection water-feeding deep denitrogenation process control, be applicable to nitrogenous Industrial Wastewater Treatment and town sewage advanced treating, belong to sequencing batch active sludge (SBR) and modification process spent water bio-denitrification technology field thereof.
Background technology
Eutrophication problem is one of topmost water pollution problems of facing of various countries, the world today, although China's municipal sewage treatment rate improves constantly in recent years, do not obtain basic solution but pollute the body eutrophication problem that causes, even serious day by day trend is arranged by nitrogen, phosphorus.Large-scale freshwater lake of China and immediate offshore area all reach the eutrophic pollution of moderate or severe.China has increased total nitrogen, the highest permission concentration of emission of total phosphorus in " the urban wastewater treatment firm pollutant emission standard " of new promulgation in 2002, simultaneously also the water outlet ammonia nitrogen has been proposed stricter requirement, the principal contradiction of visible wastewater treatment is changed into the removal of nitrogen and phosphorus pollutants gradually by the removal of organic contaminant.Phosphorus in the sewage can be removed by dosing coagulant usually, but since nitrogen compound (as NH 4 +And NO 3 -) molecular weight ratio less, can't remove by adding medicament; In addition, if utilize membrane technology to remove nitrogen compound, only reverse osmosis membrane technology is the most effective, but this method cost is too expensive, is difficult to apply; And other membrane technology all can't effectively be removed nitrogen compound in the sewage as methods such as nanofiltration, micro-filtrations, so the removal of nitrogen is the difficult point and the emphasis of advanced treatment of wastewater, has only the bio-denitrification technology of utilization thoroughly to remove.
Biological denitrification process mainly is divided into two parts, promptly by nitrification ammonia nitrogen is converted into nitrate nitrogen, by denitrification nitrate nitrogen is converted into nitrogen again and overflows from water.Traditional bio-denitrifying sewage technology such as A/O, A 2/ O technology, the controllability of its operational process is relatively poor, and the clearance of nitrogen is difficult to reach more than 80%.
CAST is a kind of deformation technique of SBR method, sets up a biological selector on the basis of SBR, suppress Filamentous Bulking generation and good denitrogenation dephosphorizing effect in the hope of obtaining, yet how undesirable the denitrogenation dephosphorizing effect of this technology is in practice.
In existing C AST technology, water inlet-reaction, precipitation, the time in each stage of draining are changeless, for example a typical cycle of operation comprises 4 hours, wherein be water inlet-aeration phase in 2 hours, 1 hour is precipitate phase, other 1 hour is bleeding stage, and such method of operation is at the average water quality of former water and definite.And raw water quality is that the fluctuation variation is not changeless, and obviously this fixing method of operation is not a kind of mode of optimization.For example, when pollutant levels increased than mean concentration in the water inlet, if 2 hours flooding time is constant, aeration rate was also constant simultaneously, and 2 hours aerated reaction time is just not enough so; Equally, when pollutant levels reduced in the water inlet, 2 hours aerated reaction time was just too much wasted so.And although 2 hours aerated reaction time may be satisfied the needs of nitration reaction, owing to there is not the enough anoxic denitrification time, the removal efficient of total nitrogen can be affected.Therefore, in order to realize saving energy and reduce the cost, and guarantee to need a kind of optimization method of operation that can regulate each time in stage according to raw water quality by the technology effluent quality.
The utility model content
The utility model purpose provides the experiment device for teaching of a kind of CAST subsection water-feeding deep denitrogenation process control, this device not only can improve treatment effeciency, reduce operating cost, and when bigger variation takes place in the water inlet pollutant levels, owing to adopted the online in real time process control still can control alternately aerobic/anoxic time exactly, the capacity of resisting impact load of total system improved greatly.
The method of operation that the utility model adopts water inlet several times is integrated with real-time control system, and has made full use of the organic carbon source in the raw sewage, has saved outer throwing carbon source amount to the full extent, nitrated, the denitrifying time in each stage of distribution that the while is scientific and reasonable.Increase the anoxia stirring stage, and adopt become duration aerobic/mode of anoxic is moved, and the time of control aerobic aeration and anoxia stirring is realized by the real-time process control strategy.
The utility model has been taked following technical scheme.The utility model includes selector switch 1, main reaction region 2, be connected water intaking valve 3 and intake pump 4 on the selector switch 1, stirrer 5 in the selector switch, strain the set aerator 7 of hydrophone 6 and bottom in the main reaction region 2, be connected gas admittance valve 8 and air compressor 9 on the aerator 7, be connected the draining valve of straining on the hydrophone 6 10, be used for mud is back to from main reaction region 2 return sludge pump 12 and the returned sluge valve 11 of selector switch 1, be used to discharge the mud valve 13 of excess sludge in the main reaction region 2, be arranged on the submersible agitator 14 in the main reaction region 2, the carbon source that is connected with selector switch 1 adds volume pump 17, real-time control system 15, the DO (dissolved oxygen DO) that is connected with real-time control system 15, ORP (oxidation-reduction potential), pH sensor 16.Described real-time control system 15 comprise be connected intake pump 4, stirrer 5, strain hydrophone 6, air compressor 9, submersible agitator 14, carbon source add the time relay, the computing machine of volume pump 17 and connect on computers data collecting card.
When adopting said apparatus that sewage is carried out denitrogenation processing, may further comprise the steps:
1) water inlet is opened water intaking valve 3 and intake pump 4 and is opened stirrer 5 in the selector switch 1, by predefined time control wastewater treatment capacity, stops into water after reaching the schedule time; Open returned sluge valve 11 and sludge reflux pump 12 in the time of water inlet, under predefined capacity of returns, mud is back to selector switch 1 by main reaction region 2 ends;
When 2) water inlet/aeration begins to intake, real-time control system 15 is opened gas admittance valve 8 and air compressor 9, the pressurized air that is provided by air compressor 9 enters aerator 7, and the nitrification of organic degraded and nitrogen-containing compound is carried out in oxygen supply in main reaction region 2 mixed liquors.Whole process is by ORP, 16 monitoring of pH sensor, and the real-time control of in real time data transmission that is obtained being arrived computer-implemented aeration time by data collecting card, minimal value appears on pH value curve, on the ORP curve platform appears simultaneously, show that nitrifying process finishes, close gas admittance valve 3 and air compressor 9 this moment, stops aeration;
3) add under the adjusting that raw sewage is stirred in real-time control system 15 and open water intaking valve 3 and intake pump 4, open submersible agitator 14 in the main reaction region 2 simultaneously while intaking, system carries out the anoxic denitrification denitrification process, the denitrification process is by ORP, 16 monitoring of pH on-line sensor, and in real time the data information transfer that is obtained is handled to computing machine by data collecting card, finally reach control to water inlet and mixing time, maximum value appears on pH value curve, on the ORP curve flex point appears simultaneously, show that denitrification process finishes, close water intaking valve 3 this moment, intake pump 4 and submersible agitator 14, stopping into, water stirs;
4) aeration is opened gas admittance valve 8 and air compressor 9 under the adjusting of real-time control system 15 again, reactive system is carried out aeration, make in the step 3 because of adding raw sewage and bring the ammonia nitrogen of system into and be converted into nitrate nitrogen, aeration time is controlled by real-time control system, minimal value appears on pH value curve, platform occurs on the ORP curve simultaneously, close gas admittance valve 8 and air compressor 9, stop aeration;
5) repeat to add raw sewage denitrification and back aeration repeating step 3), two steps of step 4), the number of times of repetition with raw sewage water quality, handle the water yield and water outlet requires to change;
6) add the final nitrate nitrogen generation that outer carbon source denitrification is predicted according to real-time control system, calculate the throwing amount of additional carbon, under the adjusting of real-time control system 15, open carbon source and add volume pump 17, the carbon source that adds is to just satisfying the denitrification requirement, open submersible agitator 14 when adding carbon source, the denitrification process is by ORP, the monitoring of pH on-line sensor, maximum value appears on pH value curve, when flex point occurring on the ORP curve simultaneously, after denitrification finishes, closing volume sludge valve 11, stirrer 5 and main reaction region stirrer 14 in return sludge pump 12 and the selector switch;
7) precipitation adds outer carbon source denitrification operation when finishing, and according to predefined control settling time time, water intaking valve 3, gas admittance valve 8, draining valve 10 and mud valve 13 all are in closed condition at this moment by the time relay in the real-time control system 15;
8) after the draining precipitate phase finishes, stop mud and reflux, under real-time control system 15 was regulated, water strainer without power source 6 was started working, and will handle back water and discharge through draining valve 10, and water discharge time is by water strainer without power source 6 controls;
9) leave unused under real-time control system 15 is regulated, intrasystem all valves of entire reaction, relay and volume pump are all closed, and the reactor also not draining of neither intaking is in holding state;
10) system repeats 1 successively), 2), 3), 4), 5), 6), 7), 8), 9) each step, automatically regulate each step duration according to raw water quality or water yield variation, that total system alternately experiences is aerobic, anoxic, anaerobic state, segmental influent and intermittently water outlet, and when each end cycle, regularly discharge remaining active sludge via mud valve 13.
The device of the utility model design mainly comprises rectangular parallelepiped reaction tank (the pond body is divided into two parts, and front end is a selector switch 1, and the rear end is a main reaction region 2), be placed on the stirrer 5 and 14 and DO, ORP, pH sensor 16 of aerator 7, selector switch 1 and main reaction region 2 in the reaction tank main reaction region 2, water intaking valve 3, gas admittance valve 8, outlet valve 10, returned sluge valve 11, mud valve 13, intake pump 4, return sludge pump 12, carbon source add volume pump 17, air compressor 9, strain hydrophone 6, real-time control system 15.The used hydrophone of straining is a water strainer without power source in the utility model, is made up of the water collector of liquid level and drainage arrangement and the gearing that is attached thereto.
Principle of work of the present utility model and process:
(1) first raw sewage of the water yield according to design enters the CAST reactor, starts air compressor and carries out aeration, and organism in the aerobic removal water is oxidized to nitrate nitrogen with ammonia nitrogen in the water then, promptly carries out nitration reaction.The bubble that produces in the aeration process makes sewage fully contact with active sludge, has played the effect that mixes.Organism and ammonia nitrogen are aerobic processes in the active sludge oxidation water, therefore when organic matter degradation fully, during the nitration reaction end, oxygen in water will no longer be utilized by microorganism, so rising to can appear in the DO value, water oxygen attitude material also no longer increases, and platform appears in the ORP value.Nitration reaction is a reaction of producing acid simultaneously, and therefore when nitration reaction finished, the pH value can become rising by decline.According to above unique point, the reaction process in our the accurately understanding system when nitration reaction finishes, stops aeration, has avoided excessive aeration and the energy wasted.
(2) add an amount of raw sewage, make the amount of the organic carbon source that can be utilized by denitrifying bacterium that wherein contains just satisfy denitrifying requirement.The denitrification process nitrate nitrogen constantly is reduced to nitrogen, makes the interior oxidation state material of reactive system constantly reduce, so the constantly decline of ORP value, and after denitrification finished fully, owing to entered anaerobic state, the ORP fall off rate was accelerated, and flex point appears in the ORP curve.Denitrification process so the pH value can continue to rise, when denitrification finishes, owing to enter the anaerobic fermentation acid phase, so the pH value can become decline by rising, turning point occurs owing to constantly produce basicity simultaneously.According to above unique point, we can accurately judge the process of anti-nitration reaction, when denitrification finishes, stop to stir.
(3) carry out aeration again, make the ammonia nitrogen that adds raw sewage and bring system into all be converted into nitrate nitrogen, reaction process is still controlled according to the change point of DO, ORP, pH value.
(4) repeat to add the process (n time) that an amount of raw sewage carries out denitrification and back aeration, accurately add an amount of outer carbon source at last, a small amount of nitrate nitrogen of residue in the water is reduced to nitrogen through denitrification process, reach the purpose of advanced nitrogen.All online detections of all processes DO, ORP, the pH value of reaction are discerned the unique point of on-line parameter according to the control strategy of real-time control system, and each stepping journey of reacting is carried out process control.
(5) after course of reaction finished, following processes and traditional CAS T method were similar, entered precipitation, draining successively, left unused the stage, and repeat above step successively with certain cycle, and regularly discharge mud according to sludge age.
The utlity model has following advantage:
(1) denitrification effect is good, the water outlet ammonia nitrogen less than 1mg/L, total nitrogen less than 5mg/L, in the pollution exhaust criteria of country's promulgation in 2002, to the strict emission control standards of town sewage be the water outlet ammonia nitrogen less than 5mg/L, total nitrogen less than 15mg/L, this be other technologies can not compare, also be the most outstanding advantage of this technology.
(2) this technology is compared with traditional CAS T method, owing to utilized the organic carbon source in the raw sewage fully, thereby saved the expense of outer throwing carbon source, simultaneously because the organism in the sewage is used as denitrifying carbon source, this has just saved the needed oxygen of these organism of oxidation, both saved the energy consumption of air compressor, also alleviated the influence of organism nitrifying process.
(3) adopt aerobic aeration and anoxia stirring time in the real-time control strategy control biological denitrification process, fundamentally solved the not enough caused nitrated or denitrification of aeration or mixing time not exclusively and aeration or the raising of the long operating cost of bringing of mixing time and the waste of the energy.And can control the required pharmaceutical quantities that adds of each biochemical reaction, reaction time in real time according to the variation of the raw water quality water yield, realize having intelligentized control, optimize energy-conservation under the prerequisite of assurance effluent quality.
What (4) agent set adopted is CAST technology, makes organism and nitrogen-containing compound obtain removing in a reaction tank, has reduced anoxic pond and settling basin etc. and has handled structures, thereby reduced the floor area of capital expenditure and whole technology.
(5) whole technology is finished by real-time control system, has bookkeeping conveniently, and expense is low, anti impulsion load is strong and difficult generation sludge bulking.
Samll cities and towns' municipal effluent or organism, nitrogen content changed the processing of industrial waste water greatly during the utility model can be widely used in, and were specially adapted to adopt the sewage treatment plant of CAST technology or the sewage treatment plant of preparing to adopt CAST technology.
Description of drawings
Fig. 1 is the operation synoptic diagram of the utility model operation
Fig. 2 is the utility model apparatus structure synoptic diagram
Fig. 3 is the real-time control strategy synoptic diagram of the utility model
Among the figure: 1. selector switch; 2. main reaction region; 3. water intaking valve; 4. intake pump; 5. stirrer; 6. strain hydrophone; 7. aerator; 8. gas admittance valve; 9. air compressor; 10. draining valve; 11. returned sluge valve; 12. return sludge pump; 13. mud valve; 14. submersible agitator; 15. real-time control system; 16.DO, ORP, pH sensor; 17. carbon source adds volume pump.
Embodiment
Describe the utility model in detail below in conjunction with drawings and Examples:
The device that the utility model provides is as shown in Figure 2: comprise selector switch 1, main reaction region 2, be connected the water intaking valve 3 and the intake pump 4 of selector switch 1, stirrer 5 in the selector switch, strain the set aerator 7 of hydrophone 6 and bottom in the main reaction region 2, be connected gas admittance valve 8 and air compressor 9 on the aerator 7, be connected the draining valve of straining on the hydrophone 6 10, open returned sluge valve 11 mud is back to the return sludge pump 12 of selector switch 1 and the mud valve 13 of discharging excess sludge by main reaction region 2, it is characterized in that, also be provided with stirrer 14 in the main reaction region in main reaction region 2, real-time control system 15, the DO of connection real-time control system 15, ORP, pH sensor 16; Carbon source adds volume pump 17; Described real-time control system 15 comprise be connected intake pump 4, stirrer 5, strain hydrophone 6, air compressor 9, submersible agitator 14, carbon source add the time relay, the computing machine of volume pump 17 and connect on computers data collecting card.
The process control step of the CAST subsection water-feeding deep denitrogenation in the present embodiment such as Fig. 1, shown in Figure 3 comprise following operation:
I intake CAST segmental influent and biological denitrification technology provided by the utility model the operation operation as shown in Figure 1, at first open water intaking valve 3 and returned sluge valve 11, start the selector switch 1 of the waste water injection CAST reactor that intake pump 4 and return sludge pump 12 will be pending and with main reaction region 2 mixed-liquor returns to selector switch 1, stirrer 5 makes mud fully mix with raw sewage and can adopt the liquid level gauge control water level in the unlatching selector switch 1, when reaching the appointment liquid level, liquid level gauge transmits signals to real-time control system, stops intake pump 4.Also can set flooding times, close intake pump 4 and water intaking valve 3 after satisfying time conditions, enter the II procedure by real-time control system 15.
The water inlet of II water inlet/aeration simultaneously, open gas admittance valve 8, start air compressor 9, be adjusted to an amount of aeration rate reactive system is carried out aeration, the pressurized air that is provided by air compressor 9 enters aerator 7 by draft tube, with the form of micro-bubble to the efficient oxygen supply of active sludge intermixture, and sewage is fully contacted with active sludge, whole process is implemented control by real-time control system 15, main according to the DO that is settled in the reaction tank, ORP, the unique point that pH sensor 16 is shown in course of reaction is obtained the information of reaction process indirectly, and in real time the data information transfer that is obtained is handled to computing machine by data collecting card again, finally reach control to aeration time, after real-time control system 15 obtains characterizing the nitrated signal of finishing, close air compressor 9 and gas admittance valve 8, stop aeration then system enter the III procedure.
III adds under the adjusting that raw sewage is stirred in real-time control system 15 and opens intake pump 4 and water intaking valve 3, open submersible agitator 14 in the main reaction region 2 simultaneously while intaking, system enters the anoxic denitrification denitrification process in whipping process, the denitrification process is by DO, ORP, 16 monitoring of pH on-line sensor, and in real time the data information transfer that is obtained is handled to computing machine by data collecting card, finally reach control to water inlet and mixing time, after real-time control system 15 obtains characterizing the signal that denitrification finishes, close water intaking valve 3, intake pump 4 and submersible agitator 14, system enters the IV procedure.
IV aeration again starts air compressor 9, open gas admittance valve 8, reactive system is carried out aeration, make among the operation III because of adding raw sewage and bring the ammonia nitrogen of system into and be converted into nitrate nitrogen, II is identical with operation, aeration time is by real-time control system 15 controls, and operation steps enters the V procedure with operation II after nitrated the finishing.
V repeats to add the raw sewage denitrification and the back aeration repeats to add the process that an amount of raw sewage carries out denitrification and back aeration, and the number of times of repetition requires to change the same III of operation steps, IV with raw sewage water quality, the processing water yield and water outlet.
VI adds the final nitrate nitrogen generation that outer carbon source denitrification is predicted according to real-time control system 15, calculate the throwing amount of additional carbon, open carbon source and add volume pump 17, the carbon source that adds is to just satisfying the denitrification requirement, open submersible agitator 14 when adding carbon source, the denitrification process is by DO, ORP, 16 monitoring of pH on-line sensor, similar with preceding step, after denitrification finishes, the stirrer 5 and 14 of closing volume sludge valve 11, return sludge pump 12 and selector switch 1, main reaction region 2 enters the VII procedure.
The VII precipitation is when agitating procedure finishes, as shown in Figure 1, the quiescent setting stage begins (VII procedure), time controller by real-time control system 15 is controlled the settling time according to the predefined time, and water intaking valve 3, gas admittance valve 8, draining valve 10 and mud valve 13 all are in closed condition at this moment.
After VIII draining precipitation operation finished, drainage procedure started (VIII procedure).Under real-time control system 15 was regulated, water strainer without power source 6 was started working, and will handle back water outside rising pipe is discharged to reactor, and water discharge time is by water strainer without power source 6 controls.
The idle draining of IX finishes to begin to be defined as lay-up period (IX procedure) to next cycle.As required, set standby time, under real-time control system 15 was regulated, intrasystem all valves of entire reaction, relay and volume pump were all closed, and the reaction tank also not draining of promptly not intaking is in holding state.
The X total system repeats water inlet, aeration, stirring, precipitation, draining and idle 6 operations in turn by real-time control system 15 controls, make total system be in the state that aerobic, anoxic, anaerobism replace all the time, segmental influent and water outlet, and when each end cycle, regularly discharge remaining active sludge via discharge pipeline and mud valve.
Samll cities and towns' municipal sewage treatment during the utility model can be widely used in is specially adapted to adopt the sewage treatment plant of CAST technology or the sewage treatment plant of preparing to adopt CAST technology.At first should possess DO, ORP and pH value online detection instrument, treat after the system stable operation, observation DO, ORP and the pH value Changing Pattern in removing organism, nitrification and denitrification biochemical reaction process, characteristic rule according to the parameter variation, software, the hardware system of control are in real time combined with DO, ORP, the online detection of pH value, and adjust some parameter and control law according to practical operation situation, for example reflux ratio, settling time etc. are to obtain desirable effluent quality.
Embodiment:
With the real life sewage of certain university dependents' district discharging as experimental subjects (pH=6.5~7.8, COD=260~350mg/L, TN=60~85mg/L).Initial MLSS is at 3.5~4.0g/L in the selected CAST reactor useful volume 18L, reactor, and aeration rate is constant in 0.1m 3/ h, mud maintains about 15d age, 23 ℃ of temperature of reaction.Utilize CAST subsection water-feeding deep denitrogenation technology and process controller, handle water yield 8L, the segmentation number of times is 2 times, in the final outflow water COD less than 50mg/L, total nitrogen less than 5mg/L, far below the desired total nitrogen concentration of national grade one discharge standard.

Claims (1)

1, circulating type active sludge method subsection water-feeding deep denitrogenation process control device includes selector switch (1), main reaction region (2), be connected water intaking valve (3) and intake pump (4) on the selector switch (1), stirrer (5) in the selector switch (1), be arranged on straining hydrophone (6) and being arranged on aerator (7) bottom the main reaction region (2) in the main reaction region (2), be connected gas admittance valve (8) and air compressor (9) on the aerator (7), be connected the draining valve of straining on the hydrophone (6) (10), be used for mud is back to from main reaction region (2) return sludge pump (12) and the returned sluge valve (11) of selector switch (1), be used to discharge the mud valve (13) of the interior excess sludge of main reaction region (2); It is characterized in that: also include the submersible agitator (14) that is arranged in the main reaction region (2), be used to add carbon source to the carbon source of main reaction region (2) and add DO, ORP, the pH sensor (16) that volume pump (17), real-time control system (15) and its output terminal link to each other with real-time control system (15); Wherein: described real-time control system (15) comprise be connected intake pump (4), stirrer (5), strain hydrophone (6), air compressor (9), submersible agitator (14), carbon source add the time relay, the computing machine on the volume pump (17) and connect on computers data collecting card.
CNU2008201084860U 2008-06-06 2008-06-06 Segmental influent and biological denitrification process control experimental apparatus by circulating type active sludge process Expired - Lifetime CN201229714Y (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101767916B (en) * 2010-02-01 2012-07-04 中国市政工程华北设计研究总院 Method for reasonably optimizing and distributing carbon source in treatment of refractory wastewater
CN101698549B (en) * 2009-09-30 2012-07-25 罗刚毅 Integrated oxygen-poor intermittent aeration domestic sewage treatment device
CN103787497A (en) * 2012-10-29 2014-05-14 浦华环保有限公司 Sewage treatment system and application thereof
CN104111666A (en) * 2014-06-19 2014-10-22 杨安康 Optimized CAST domestic sewage sludge reduction control system and working method
CN105096676A (en) * 2015-08-12 2015-11-25 上海城投污水处理有限公司 Practical training operating platform for sludge anaerobic digester in sewage treatment plant and examination method
CN106830317A (en) * 2017-02-21 2017-06-13 青岛思普润水处理股份有限公司 A kind of sewage disposal system and method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101698549B (en) * 2009-09-30 2012-07-25 罗刚毅 Integrated oxygen-poor intermittent aeration domestic sewage treatment device
CN101767916B (en) * 2010-02-01 2012-07-04 中国市政工程华北设计研究总院 Method for reasonably optimizing and distributing carbon source in treatment of refractory wastewater
CN103787497A (en) * 2012-10-29 2014-05-14 浦华环保有限公司 Sewage treatment system and application thereof
CN103787497B (en) * 2012-10-29 2015-09-16 浦华环保有限公司 A kind of Sewage treatment systems and application thereof
CN104111666A (en) * 2014-06-19 2014-10-22 杨安康 Optimized CAST domestic sewage sludge reduction control system and working method
CN105096676A (en) * 2015-08-12 2015-11-25 上海城投污水处理有限公司 Practical training operating platform for sludge anaerobic digester in sewage treatment plant and examination method
CN105096676B (en) * 2015-08-12 2018-06-05 上海城投污水处理有限公司 A kind of sludge of sewage treatment plant anaerobic digester training operation platform and wire examination method
CN106830317A (en) * 2017-02-21 2017-06-13 青岛思普润水处理股份有限公司 A kind of sewage disposal system and method

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