CN205133359U - A combination unit for high concentration organic wastewater - Google Patents
A combination unit for high concentration organic wastewater Download PDFInfo
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- CN205133359U CN205133359U CN201520915693.7U CN201520915693U CN205133359U CN 205133359 U CN205133359 U CN 205133359U CN 201520915693 U CN201520915693 U CN 201520915693U CN 205133359 U CN205133359 U CN 205133359U
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Abstract
The utility model belongs to the technical field of sewage treatment, concretely relates to a combination unit for high concentration organic wastewater. This combination unit is including adjusting jar, waste water elevator pump, flowmeter, ABGR reactor, acidizing hydrolysis anaerobic reactor, circulating reflux pump, MBR bioreactor, self priming pump, ozone catalytic oxidation tower, clean water basin, backwash pump and ozone generator. The utility model has the characteristics of the occupation of land less, the capital cost is low, the design is compact, compare with prior art, the gross investment reduces about 30%, in service, the air oxygen conversion and utilization of device is rateed highly, and oxygen transfer rate is up to more than 50%, and the air turbulent flow shear effect of the biochemical part of device is strong, and the sludge particle of formation is in small, broken bits, and the microbe density is big, biochemical reactions degree height and the excess sludge volume is few, managerial, biochemical environment resistance impact load capacity is strong, operate steadily, the artificial intervention operational ton is few, degree of automation is high, and is once up to standard.
Description
Technical field
The utility model belongs to technical field of sewage, is specifically related to a kind of machinery for high concentrated organic wastewater process.
Background technology
High concentrated organic wastewater has Pollutant levels high (COD is up to thousands of extremely tens thousand of), complicated component, colourity are high, toxicity is large, wide material sources, and the features such as character is different, and difficulty of governance is large, have very serious harm to environment.Current processing mode mainly contains: physico-chemical processes, chemical method and biochemical process, and physico-chemical processes and chemical method all also exist the defects such as the limited or running cost of removal effect is high; Biochemical process significantly can reduce investment and working cost, but for the high-concentration waste water containing a certain amount of toxic pollutant, no matter be adopt anaerobic biochemical treatment or aerobic treatment, all influent concentration must be strict controlled in lower level, otherwise will biochemical effects be had a strong impact on; Although comprehensive treatment mode has certain effect, but also there is serious hidden danger, because high-concentration waste water pollution load is high, therefore the fluctuation of water quality often causes the impact to Sewage treatment systems, cause the instability for the treatment of effect, time serious, even can cause the paralysis of Sewage treatment systems.Therefore, the improvement of high concentrated organic wastewater has become Current Domestic external environment resist technology field a great problem urgently to be resolved hurrily.
Utility model content
The utility model is solve the problem that prior art middle and high concentration treatment of Organic Wastewater effect is unstable, cost is high, by bio-reactor and the coupling of catalytic ozonation reactor, providing a kind of machinery for high concentrated organic wastewater process, to effectively solving organic wastewater with high concentration, there is significant effect by the mode of Point source treating.
The utility model is achieved in that the machinery for high concentration organic sewage process, comprises regulating tank, waste water lifting pump, under meter, ABGR reactor, acidification hydrolization anaerobic reactor, circulation return pipe, MBR bio-reactor, vacuum primingpump, catalytic ozonation tower, clean water basin, backwashing pump and ozonizer;
Regulating tank is connected with ABGR reactor, waste water lifting pump and under meter is provided with between regulating tank and ABGR reactor, the water outlet of ABGR reactor is connected with the water inlet of acidification hydrolization anaerobic reactor, acidification hydrolization anaerobic reactor is connected with MBR bio-reactor through circulation return pipe, MBR bio-reactor is connected with catalytic ozonation tower by vacuum primingpump, catalytic ozonation tower is connected with clean water basin, clean water basin are connected with MBR bio-reactor by backwashing pump, and ozonizer is connected with catalytic ozonation tower.
Further, described ABGR reactor comprises ABGR body, ABGR water inlet, cone end steel construction I, ABGR mud discharging mouth, rising cylinder, aeration head, aeration branch pipe, taper subassembly I, overflow weir notch I, ABGR water outlet, exhaust port, rising cylinder fixed muffle and aeration head fixed muffle; Cone end steel construction I is connected with ABGR mud discharging mouth, and annular spread on the base plate of cone end steel construction I also welds rising cylinder fixed muffle, in rising cylinder fixed muffle, be provided with aeration head fixed muffle; Rising cylinder upper end is uncovered, and rising cylinder fixed sleeving is inserted in lower end; Insert aeration head fixed muffle bottom aeration head, aeration head top is connected with aeration branch pipe; ABGR water inlet is positioned at the side of ABGR reactor, ABGR water outlet is located at overflow weir notch I bottom, overflow weir notch I connects around ABGR bodies top one lap welding, annular about the groove width 150mm of this overflow weir notch I, can be located at ABGR body interior or outside, exhaust port is positioned at the top of ABGR reactor.
As the utility model preferred embodiment, at the bottom of the cone of ABGR reactor, the cone angle of steel construction I is 45 ~ 55 °, on the conical bottom board of cone end steel construction I, annular spread is welded with 4-6 rising cylinder fixed muffle, rising cylinder fixed muffle is the weldless steel tube of internal diameter 200 ~ 400mm, length 100mm.With base plate concentric in this fixed muffle is also welded with 4-6 aeration head fixed muffle, aeration head fixed muffle is the weldless steel tube of internal diameter 80 ~ 100mm, length 200mm.Rising cylinder in described ABGR reactor is that 4-6 props up, and rising cylinder is external diameter is 200 ~ 400mm, and length is double-wall corrugated pipe or the stainless steel tube of 6-6.5m.In ABGR reactor, the position of high 100mm bottom distance rising cylinder, barrel has the hole of four diameter 100-200mm.Aeration head in described ABGR reactor is the standardized aeration head of 80-100mm, and material can be PE or titanium steel.Insert aeration head fixed sleeving bottom aeration head, aeration head top is connected with aeration branch pipe, and aeration branch pipe material can be U-PVC or titanium pipe.
Further, taper subassembly is divided into three parts, and top is divided into pyramidal structure wide at the top and narrow at the bottom, and bottom cone angle is 30 °, cone mouth has fixing capping; Middle portion is the circular cone structure of cavity, top cone angle is 18 °, and hypotenuse and the ABGR body of the frustum of a cone form split cavity, and bottom is divided into the hourglass configuration of cavity, between itself and ABGR body, Formation cross-section is leg-of-mutton chamber, is all communicated with between the chamber of taper subassembly three part.
Further, described acidification hydrolization anaerobic reactor comprises reactor body, taper subassembly II, overflow weir notch II, cone end steel construction II, acidification hydrolization anaerobic reactor water inlet, acidification hydrolization anaerobic reactor water outlet, effluent cycle import, effluent cycle outlet and acidification hydrolization anaerobic reactor mud discharging mouth; Cone end steel construction II is provided with acidification hydrolization anaerobic reactor mud discharging mouth, and acidification hydrolization anaerobic reactor water inlet is located at the side of reactor body, and effluent cycle outlet is connected with the entrance of circulation return pipe; Described effluent cycle entrance is connected with pump around circuit pump outlet; Effluent cycle outlet is vertically inserted into reactor body central position from side, reactor body bottom, effluent cycle entrance is vertically inserted into reactor body central position from side in the middle part of reactor body, and acidification hydrolization anaerobic reactor water outlet is positioned at the bottom of overflow weir notch II.
Further, effluent cycle outlet connects for being welded with 90 ° of elbows the inverted tubaeform that cone angle is 120 ° vertically downward.
Further, effluent cycle entrance connects straight length vertically upward and does taper on top bind for being welded with 90 ° of elbows, evenly opens the circular hole of diameter 200mm in straight length side.As preferably, effluent cycle entrance is DN200 weldless steel tube.
Further, described catalytic ozonation tower comprises: catalytic ozonation tower body, ozone cloth compression ring, catalytic ozonation tower water-in, catalytic ozonation tower water outlet, backwash cloth water ring, backwash outlets, backwash cloth compression ring, excessively water sieve plate and discharge opening; Backwash outlets, ozone cloth compression ring, water-in and backwash cloth compression ring is provided with in the side of catalytic ozonation tower body; Catalytic ozonation tower water outlet, discharge opening and backwash cloth water ring is provided with at the opposite side of catalytic ozonation tower body; The perforate of ozone cloth compression ring, backwash cloth water ring and backwash cloth compression ring is downward-sloping 45 ° of dislocation and splits, Ceramic Balls and loading type ozone catalyst is loaded successively from bottom to up on the surface crossing water sieve plate, for reaching better effect, described crosses the Ceramic Balls of water sieve plate loading from bottom to up respectively diameter 50mm, 30mm, 10mm, then load loading type ozone catalyst, filler loading height calculates separately according to processing power.Preferably, the sieve plate gap crossing water sieve plate of described catalytic ozonation tower is 30mm.Catalytic ozonation tower lower end is provided with discharge opening; Backwash outlets is connected with regulating tank entrance.
ABGR reactor, acidification hydrolization anaerobic reactor, MBR bio-reactor and catalytic ozonation are coupled by the utility model, the combined apparatus that composition integration is once up to standard.Its principle of work is: high concentrated organic wastewater is by after large reflux dilution, carry out the process of the biochemical process such as CGR bio-oxidation, water outlet is carried out being oxidized or advanced oxidation process, by hardly degraded organic substance (special biostats) oxygenolysis in waste water, reduce the bio-toxicity of waste water, improve biodegradability energy, an oxidation water outlet part controls to enter biochemical process device Pollutant levels, another part standard discharge as former water dilution water.
The core that this process combination adopts is biochemical technology and oxidation technology to be coupled together associated treatment waste water, biotechnology process can be adopted by biochemical pollutant, difficult biochemistry or antibiotic pollutent adopt mode of oxidizing process, system the is given full play to advantage of biochemical process, reduce investment and running cost, and biochemical influent concentration and degree of oxidation can be controlled flexibly according to raw water quality situation, reduce the risk and cost of plant running.
Compared with traditional wastewater treatment equipment, the beneficial effects of the utility model are:
Treatment unit of the present utility model adopts larger ratio of height to diameter design, have occupation of land less, capital cost feature low, compact to design, compared with prior art, significantly reduce production cost; Be in operation, the atmospheric oxygen trans-utilization rate of device is high, and oxygen transfer rate is up to more than 50%, and the air turbulence shearing action of the biochemical part of device is strong, and the mud granule of formation is in small, broken bits, and microbe density is large, and biochemical reaction degree is high and surplus sludge volume is few; In management, biochemical environment capacity of resisting impact load is strong, operate steadily, manual intervention operational ton is few, level of automation is high, and organic wastewater with high concentration is once up to standard.
Accompanying drawing explanation
Fig. 1 is the utility model machinery structural representation;
Fig. 2 is the utility model ABGR structure of reactor schematic diagram;
Fig. 3 is the utility model acidification hydrolization anaerobic reactor fouling schematic diagram;
Fig. 4 is the utility model catalytic ozonation tower structure schematic diagram;
Fig. 5 is rising cylinder schematic diagram;
Fig. 6 is overflow weir notch schematic diagram;
Fig. 7 is effluent cycle import schematic diagram;
Fig. 8 is ozone cloth compression ring schematic diagram;
Fig. 9 is backwash cloth compression ring schematic diagram;
Figure 10 is backwash cloth water ring schematic diagram;
Figure 11 was water sieve plate schematic diagram.
Wherein, 1, regulating tank, 2, waste water lifting pump, 3, under meter, 4, ABGR reactor, 5, acidification hydrolization anaerobic reactor, 6, circulation return pipe, 7, MBR bio-reactor, 8, vacuum primingpump, 9, catalytic ozonation tower, 10, clean water basin, 11, backwashing pump, 12, ozonizer, 41, ABGR water inlet, 42, cone end steel construction I, 43, ABGR mud discharging mouth, 44, rising cylinder, 45, aeration head, 46, aeration branch pipe, 47, taper subassembly I, 47.1, upper part, 47.2, middle portion, 47.3, lower part, 48, overflow weir notch I, 49, ABGR water outlet, 410, exhaust port, 411, rising cylinder fixed sleeving, 412, aeration head fixed sleeving, 51, taper subassembly II, 52, overflow weir notch II, 53, cone end steel construction II, 54, acidification hydrolization anaerobic reactor water inlet, 55, acidification hydrolization anaerobic reactor water outlet, 56, effluent cycle import, 57, effluent cycle exports, and 58, acidification hydrolization anaerobic reactor mud discharging mouth, 91, ozone cloth compression ring, 92, catalytic ozonation tower water-in, 93, catalytic ozonation tower water outlet, 94, backwash cloth water ring, 95, backwash outlets, 96, backwash cloth compression ring, 97, cross water sieve plate, 98, discharge opening, 99, loading type ozone catalyst, 910, Ceramic Balls.
Embodiment
Below by embodiment, the utility model is described further.
Embodiment
As shown in Fig. 1 ~ 11, organic wastewater with high concentration is process machinery up to standard once, comprises regulating tank 1, waste water lifting pump 2, under meter 3, ABGR reactor 4, acidification hydrolization anaerobic reactor 5, circulation return pipe 6, MBR bio-reactor 7, vacuum primingpump 8, catalytic ozonation tower 9, clean water basin 10, backwashing pump 11, ozonizer 12.
ABGR reactor 4 comprises ABGR body, ABGR water inlet 41, cone end steel construction I 42, ABGR mud discharging mouth 43, rising cylinder 44, aeration head 45, aeration branch pipe 46, taper subassembly I 47, overflow weir notch I 48, ABGR water outlet 49, exhaust port 410, rising cylinder fixed sleeving 411 and aeration head fixed muffle 412.The cone angle of cone end steel construction I 42 is 45 ~ 55 °, and cone end steel construction I 42 is connected with ABGR mud discharging mouth 43.On cone end steel construction I 42 base plate, annular spread is welded with 4-6 rising cylinder fixed muffle 411, and rising cylinder fixed muffle 411 internal diameter is the weldless steel tube of 200 ~ 400mm, length 100mm.Be welded with 4-6 aeration head fixed muffle 412 with concentric locating in this fixed muffle with base plate, aeration head fixed muffle 412 internal diameter is the weldless steel tube of 80 ~ 100mm, length 200mm.Rising cylinder 44 props up for 4-6, rising cylinder 44 for external diameter be 200 ~ 400mm, length is double-wall corrugated pipe or the stainless steel tube of 6-6.5m, and upper end is uncovered, and rising cylinder fixed sleeving 411 is inserted in lower end, is bolted.The position of high 100mm bottom rising cylinder 44, barrel has the hole of four diameter 100-200mm.Aeration head 45 is the standardized aeration head of 80-100mm, and material can be PE or titanium steel.Insert aeration head fixed sleeving 412 bottom aeration head 45, its top is connected with aeration branch pipe 46, and aeration branch pipe material can be U-PVC or titanium pipe.ABGR water inlet 41 is positioned at the side of ABGR reactor 4, and ABGR water outlet 49 is located at overflow weir notch I 48 bottom, and overflow weir notch I 48 connects around ABGR bodies top one lap welding, and overflow weir notch I 48 can be located at inside or outside, annular groove width 150mm.Exhaust port 410 is positioned at the top of ABGR reactor 4.Taper subassembly 47 is divided into three parts, and upper part 47.1 is pyramidal structure wide at the top and narrow at the bottom, and bottom cone angle is 30 °, cone mouth has fixing capping; Middle portion 47.2 is the circular cone structure of cavity, top cone angle is 18 °, hypotenuse and the ABGR body of the frustum of a cone form split cavity, lower part 47.3 is the hourglass configuration of cavity, between itself and ABGR body, Formation cross-section is leg-of-mutton chamber, is all communicated with between the chamber of taper subassembly 47 3 part.
Described acidification hydrolization anaerobic reactor 5 comprises reactor body, taper subassembly II 51, overflow weir notch II 52, cone end steel construction II 53, acidification hydrolization anaerobic reactor water inlet 54, acidification hydrolization anaerobic reactor water outlet 55, effluent cycle import 56, effluent cycle outlet 57 and acidification hydrolization anaerobic reactor mud discharging mouth 58; Cone end steel construction II 53 is provided with acidification hydrolization anaerobic reactor mud discharging mouth 58, and acidification hydrolization anaerobic reactor water inlet 54 is located at the side of reactor body, and effluent cycle outlet 57 is connected with the entrance of circulation return pipe 6; Described effluent cycle entrance 56 is connected with the outlet of circulation return pipe 6; Effluent cycle outlet 57 is DN250 weldless steel tube, is vertically inserted into reactor body central position from side, reactor body bottom, is welded with 90 ° of elbows and connects the loudspeaker that fall that cone angle is 120 ° vertically downward.Effluent cycle entrance 56 is vertically inserted into reactor body central position from side in the middle part of reactor body, be welded with 90 ° of elbows to connect straight length vertically upward and do taper on top and bind, acidification hydrolization anaerobic reactor water outlet 55 is positioned at the bottom of overflow weir notch II.The circular hole of three diameter 200mm is evenly opened in straight length side.
MBR bio-reactor 7 comprises: membrane cisterna, membrane module, aeration entrance and water outlet.
Catalytic ozonation tower 9 comprises: catalytic ozonation tower body, ozone cloth compression ring 91, catalytic ozonation tower water-in 92, catalytic ozonation tower water outlet 93, backwash cloth water ring 94, backwash outlets 95, backwash cloth compression ring 96, excessively water sieve plate 97 and discharge opening 98.Backwash outlets 95, ozone cloth compression ring 91, water-in 92 and backwash cloth compression ring 96 is provided with in the side of catalytic ozonation tower body; Water outlet 93, discharge opening 98 and backwash cloth water ring 94 is provided with at the opposite side of body; The perforate of ozone cloth compression ring 91, backwash cloth water ring 94 and backwash cloth compression ring 96 is downward-sloping 45 ° of dislocation and splits, and loads Ceramic Balls 910 and loading type ozone catalyst 99 successively from bottom to up on the surface crossing water sieve plate 97; Backwash outlets 95 is connected with regulating tank 1 entrance.Catalytic ozonation tower 9 deozonize cloth compression ring 91 material is outside titanium steel, and other component parts materials are 316L stainless steel.The sieve plate gap crossing water sieve plate 97 of catalytic ozonation tower 9 is 30mm.The perforate of cloth water ring 94 and cloth compression ring 96,91, be oblique 45 ° of dislocation downwards and split, the number of aperture and perforate calculates separately according to device processes ability.Cross the Ceramic Balls bed course 910 water sieve plate 97 loading from bottom to up respectively diameter 50mm, 30mm, 10mm, then load loading type ozone catalyst 99, filler loading height, calculates separately according to processing power.
During process, organic wastewater with high concentration is flowed into regulating tank 1, pressurize and dilution water 1:(1 ~ 2 through waste water lifting pump 2) mix, enter ABGR reactor 4, aeration wind enters from aeration branch pipe 46, gas is discharged by the exhaust port 410 of ABGR reactor 4 tower top, and the water after process flows out from overflow weir notch I 48, is collected to ABGR water outlet 49 and flows into acidification hydrolization anaerobic reactor water inlet 54.Waste water is extracted out from bottom effluent cycle outlet 57 through circulation return pipe 6, acidification hydrolization anaerobic reactor 5 is entered again from the effluent cycle import 56 on top, anaerobic effluent flows out from overflow weir notch II 52, being collected to acidification hydrolization anaerobic reactor water outlet 55, carrying out secondary biochemistry from flowing into MBR bio-reactor 7 membrane cisterna.Aeration wind access MBR aeration tube, waste water filters through MBR film silk and is drawn into catalytic ozonation tower water-in 92; Ozone enters the ozone cloth compression ring 91 of catalytic ozonation tower 9 from ozonizer 12; Compress wind is connected to catalytic ozonation tower 9 backwash cloth compression ring 96 and assists regular backwash.The moisture exported through catalytic ozonation tower 9 is two portions, and a part enters clean water basin 10; Another part is back to MBR bio-reactor 7.Connect backwashing pump 11 bottom clean water basin 10 and carry out backwash to catalytic ozonation tower 9, MBR bio-reactor 7 respectively, backwash water squeezes into catalytic ozonation tower 9 from clean water basin 10 through backwashing pump 11, and backwash water flows into front end regulating tank 1; Qualified water after wastewater oxidation flows out discharge from clean water basin 10 water outlet self-pressure.
Test example
The organic wastewater with high concentration of Huizhou petro-chemical corporation mainly comprises: phenol-acetone waste water, propylene oxide Treatment of Styrene Wastewater, vinylformic acid and fat waste water, octyl alconyl waste water.Above-mentioned waste water, because of features such as concentration high (the tens thousand of mg/l of COD), toxicity are large, intend adopting incineration technology, but running cost is expensive.Adopt the beginning of the year the utility model device to carry out pilot scale, water outlet COD, about 47, meets new standard-required, and running cost is less than 50 yuan/ton of waste water.Solve a process difficult problem for the organic wastewater with high concentration such as phenol-acetone and acrylic acid and propynoic acid ester.Gross investment reduces about 30%; Be in operation, the atmospheric oxygen trans-utilization rate of device is high, and oxygen transfer rate is up to more than 50%, and the air turbulence shearing action of the biochemical part of device is strong, and the mud granule of formation is in small, broken bits, and microbe density is large, and biochemical reaction degree is high and surplus sludge volume is few; In management, biochemical environment capacity of resisting impact load is strong, operate steadily, manual intervention operational ton is few, level of automation is high, once up to standard.
The above; be only the utility model preferably embodiment; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; be equal to according to the technical solution of the utility model and utility model design thereof and replace or change, all should be encompassed within protection domain of the present utility model.
Claims (7)
1. for the machinery of high concentrated organic wastewater process, it is characterized in that, comprise regulating tank (1), waste water lifting pump (2), under meter (3), ABGR reactor (4), acidification hydrolization anaerobic reactor (5), circulation return pipe (6), MBR bio-reactor (7), vacuum primingpump (8), catalytic ozonation tower (9), clean water basin (10), backwashing pump (11) and ozonizer (12);
Regulating tank (1) is connected with ABGR reactor (4), waste water lifting pump (2) and under meter (3) is provided with between regulating tank (1) and ABGR reactor (4), the water outlet of ABGR reactor (4) is connected with the water inlet of acidification hydrolization anaerobic reactor (5), acidification hydrolization anaerobic reactor (5) is connected with MBR bio-reactor (7) through circulation return pipe (6), MBR bio-reactor (7) is connected with catalytic ozonation tower (9) by vacuum primingpump (8), catalytic ozonation tower (9) is connected with clean water basin (10), clean water basin (10) are connected with MBR bio-reactor (7) by backwashing pump (11), ozonizer (12) is connected with catalytic ozonation tower (9).
2. the machinery for high concentrated organic wastewater process according to claim 1, it is characterized in that, described ABGR reactor (4) comprises ABGR body, ABGR water inlet (41), cone end steel construction I (42), ABGR mud discharging mouth (43), rising cylinder (44), aeration head (45), aeration branch pipe (46), taper subassembly I (47), overflow weir notch I (48), ABGR water outlet (49), exhaust port (410), rising cylinder fixed sleeving (411) and aeration head fixed muffle (412); Cone end steel construction I (42) is connected with ABGR mud discharging mouth (43), annular spread on the base plate of cone end steel construction I (42) also welds rising cylinder fixed muffle (411), is provided with aeration head fixed muffle (412) in rising cylinder fixed muffle (411); Rising cylinder (44) upper end is uncovered, and rising cylinder fixed sleeving (411) is inserted in lower end; Aeration head fixed muffle (412) is inserted in aeration head (45) bottom, and aeration head (45) top is connected with aeration branch pipe (46); ABGR water inlet (41) is positioned at the side of ABGR reactor (4), ABGR water outlet (49) is located at overflow weir notch I (48) bottom, overflow weir notch I (48) connects around ABGR bodies top one lap welding, and exhaust port (410) is positioned at the top of ABGR reactor (4).
3. the machinery for high concentrated organic wastewater process according to claim 2, it is characterized in that, taper subassembly (47) is divided into three parts, and upper part (47.1) is pyramidal structure wide at the top and narrow at the bottom, bottom cone angle is 30 °, cone mouth has fixing capping; The circular cone structure that middle portion (47.2) is cavity, top cone angle is 18 °, hypotenuse and the ABGR body of the frustum of a cone form split cavity, the hourglass configuration that lower part (47.3) is cavity, between itself and ABGR body, Formation cross-section is leg-of-mutton chamber, is all communicated with between the chamber of taper subassembly (47) three part.
4. the machinery for high concentrated organic wastewater process according to claim 1, it is characterized in that, described acidification hydrolization anaerobic reactor (5) comprises reactor body, taper subassembly II (51), overflow weir notch II (52), cone end steel construction II (53), acidification hydrolization anaerobic reactor water inlet (54), acidification hydrolization anaerobic reactor water outlet (55), effluent cycle import (56), effluent cycle outlet (57) and acidification hydrolization anaerobic reactor mud discharging mouth (58); Cone end steel construction II (53) is provided with acidification hydrolization anaerobic reactor mud discharging mouth (58), acidification hydrolization anaerobic reactor water inlet (54) is located at the side of reactor body, and effluent cycle outlet (57) is connected with the entrance of circulation return pipe (6); Described effluent cycle entrance (56) is connected with the outlet of circulation return pipe (6); Effluent cycle outlet (57) is vertically inserted into reactor body central position from side, reactor body bottom, effluent cycle entrance (56) is vertically inserted into reactor body central position from side in the middle part of reactor body, and acidification hydrolization anaerobic reactor water outlet (55) is positioned at the bottom of overflow weir notch II.
5. the machinery for high concentrated organic wastewater process according to claim 1, is characterized in that, effluent cycle outlet (57) connects for being welded with 90 ° of elbows the inverted tubaeform that cone angle is 120 ° vertically downward.
6. the machinery for high concentrated organic wastewater process according to claim 1, it is characterized in that, effluent cycle entrance (56) connects straight length vertically upward and does taper on top bind for being welded with 90 ° of elbows, evenly opens the circular hole of diameter 200mm in straight length side.
7. the machinery for high concentrated organic wastewater process according to claim 1, it is characterized in that, described catalytic ozonation tower (9) comprising: catalytic ozonation tower body, ozone cloth compression ring (91), catalytic ozonation tower water-in (92), catalytic ozonation tower water outlet (93), backwash cloth water ring (94), backwash outlets (95), backwash cloth compression ring (96), excessively water sieve plate (97) and discharge opening (98); Backwash outlets (95), ozone cloth compression ring (91), water-in (92) and backwash cloth compression ring (96) is provided with in the side of catalytic ozonation tower body; Water outlet (93), discharge opening (98) and backwash cloth water ring (94) is provided with at the opposite side of catalytic ozonation tower body; The perforate of ozone cloth compression ring (91), backwash cloth water ring (94) and backwash cloth compression ring (96) is downward-sloping 45 ° of dislocation and splits, and loads Ceramic Balls (910) and loading type ozone catalyst (99) from bottom to up successively on the surface crossing water sieve plate (97); Backwash outlets (95) is connected with regulating tank (1) entrance.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520915693.7U CN205133359U (en) | 2015-11-17 | 2015-11-17 | A combination unit for high concentration organic wastewater |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520915693.7U CN205133359U (en) | 2015-11-17 | 2015-11-17 | A combination unit for high concentration organic wastewater |
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| CN205133359U true CN205133359U (en) | 2016-04-06 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105236696A (en) * | 2015-11-17 | 2016-01-13 | 邓万军 | United device for treating high-concentration organic wastewater |
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- 2015-11-17 CN CN201520915693.7U patent/CN205133359U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105236696A (en) * | 2015-11-17 | 2016-01-13 | 邓万军 | United device for treating high-concentration organic wastewater |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160406 Effective date of abandoning: 20170517 |