CN2352525Y - Integrated water treatment equipment - Google Patents
Integrated water treatment equipment Download PDFInfo
- Publication number
- CN2352525Y CN2352525Y CN97246127U CN97246127U CN2352525Y CN 2352525 Y CN2352525 Y CN 2352525Y CN 97246127 U CN97246127 U CN 97246127U CN 97246127 U CN97246127 U CN 97246127U CN 2352525 Y CN2352525 Y CN 2352525Y
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- China
- Prior art keywords
- water
- pipe
- reaction chamber
- treatment equipment
- water treatment
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Abstract
The utility model discloses an integrated water treatment device. Such unit structures of asewage treatment plant as an air exposure and float sand basin, a bio-contact oxidation chamber, etc. are coupled on the basis of a plurality of unit structures of a conventional water plant, so that the capacity of water treatment is improved. The condition of flocculation is effectively improved through using the rotational flow which is produced by water that tangentially enters and goes out of a rotational flow flocculating reaction chamber, which is favorable for the formation of alum. A circular distribution pipe and a circular collector pipe are provided with notches, so that pipelines are not easily blocked. Each unit structure in the integrated water treatment device is arranged reasonably and compactly, so that the floor space required by the whole integrated water treatment device is reduced.
Description
The utility model relates to a kind of integrated water treatment equipment.
Existing water treatment device adopts the chemical coagulation method more, and promptly the source water after the dosing successively by suspension body refuse clarifying chamber, particle filtration layer, behind the removal suspended impurity, is supplied with the user by bottom water distribution facility from bottom to top after the routine sterilization.This device can only be handled I-II class water body.Chinese patent 89200202.6 discloses a kind of " efficient quality purifying device for water ", it only is to carry out water conditioning by particle filtration after with the source water precipitation, thereby can not effectively remove the III-IV class water body that contains more dissolubility pollutant and lipid pollutent, and perforate water distributing pipe, shore pipe, washpipe that it adopts stop up easily.
The purpose of this utility model provides a kind ofly can effectively handle with serious pollution III-IV class water body, and pipeline is difficult for blocked, and spoil disposal integrated water treatment equipment more completely.
The main technical schemes of integrated water treatment equipment of the present utility model is: this device comprises housing, water inlet pipe, aeration air supporting settling pit, water distributing area, the tube settling district, the catchment area, treat filtered water section, sand filter blanket, the gravel supporting layer, the perforation screen plate, clear water zone, at least one ejector of installing on the water inlet pipe is deep into the bottom of aeration air supporting settling pit, aeration air supporting settling pit top connects at least one row's scum silica frost pipe, the bottom is connected with the sediment outflow pipe of band valve, aeration air supporting settling pit is connected from the bottom along the common tangent direction by pipe with first eddy flow flocculation reaction chamber, six all eddy flow flocculation reaction chambers begin successively from first that alternately---bottom---top alternately connects along the common tangent direction by pipe from top, the shore pipe that has mud valve is connected first, three, the bottom of five eddy flow flocculation reaction chambers, draw in distribution main and the water distributing area at least one annular water distribution pipe coupling that has a downward notch from the bottom of the 6th eddy flow flocculation reaction chamber, taper collection mud annular groove is arranged at the bottom of water distributing area, the bottom of collection mud annular groove communicates with the notch of opening on annular shore pipe, annular shore pipe and the total pipe coupling of spoil disposal that passes housing, water distributing area successively with the tube settling district, biological contact oxidation chamber, the catchment area is connected, in the catchment area, there is at least one annular header that has the notch that makes progress to link to each other with water header, water header is connected on the flush discharge pipe by the total valve that catchments, the flush discharge pipe that has the flush discharge valve stretches into treats filtered water section, treat filtered water section successively with sand filter blanket, the gravel supporting layer, the perforation screen plate, clear water zone is communicated with, the clear water rising pipe that has the clear water outlet valve links to each other with clear water zone, on the clear water rising pipe and be connected to the band valve the chlorination pipe.
After adopting said structure, water treatment procedure of the present utility model is as follows: the source water that the starting working shaft will add flocculation agent injects aeration air supporting settling pit through water inlet pipe, be installed in self-priming ejector on the water inlet pipe with the inhaled air high dispersing in the water of source, give source water oxygenation, again this gas one liquid two-phase flow is injected aeration air supporting settling pit bottom, wherein big and heavy contamination precipitation is in the bottom, pond, discharge sand setting and scum silica frost respectively by sediment outflow pipe and row's scum silica frost pipe on the floating top, pond that combines in of bubble that lighter impurity such as lipid pollutent are discharged by ejector.Then water flows into six eddy flow flocculation reaction chambers by the pipe coupling of tangential direction, form rotational flow, flocculation agent thorough mixing in the water is reacted, so small colloidal solid is condensed into thick alumen ustum flco in the water, fully the water after the flocculation reaction enters water distributing area through distribution main and annular water distribution pipe, the water that notch on the annular water distribution pipe will form big alumen ustum is evenly distributed to bottom, tube settling district, neither can destroy big alumen ustum, again can be not blocked.Water in the water distributing area enters the tube settling district from bottom to top equably, body refuse flco in the water sinks to entering taper collection mud annular groove, the annular shore pipe of taper collection mud annular groove and the fluting that cooperates with it can produce good syphonic effect, discharges body refuse effectively and can not block pipeline by suction.The liter waterborne of post precipitation enters biological contact oxidation chamber, in the former processing, removed in the water the deleterious impurity of carrying out a biological disposal upon, reduced the biological treatment load, enough dissolved oxygens are provided, for good condition has been created in biological treatment, therefore in biological contact oxidation chamber, dissolubility pollutant is just by abundant biological degradation in the water.Current water inlet catchment area, annular header of process and water header enter treats filtered water section, has notch upwards on the annular header, helps catchmenting evenly, stablizes, and be difficult for obstruction.The water for the treatment of filtered water section flows into clear water zone through sand filter blanket, gravel supporting layer, perforation screen plate after filtering residual impurity from top to bottom, and chlorination after the clear water rising pipe is drawn is sent into pipe network and used for the user.As seen, integrated water treatment equipment of the present utility model both can have been handled I-II class water body also can effectively handle the III-IV class water body that contains dissolubility pollutant and lipid pollutent, pipeline is difficult for blocked simultaneously, spoil disposal is more thorough, and the utility model can also be used to handle low-temperature and low turbidity source water even carry out sewage disposal.
Fig. 1 is that integrated water treatment equipment of the present utility model is by the sectional view of Fig. 5 along the 2-2 line;
Fig. 2 is that integrated water treatment equipment of the present utility model is by the sectional view of Fig. 5 along the 3-3 line;
Fig. 3 is that integrated water treatment equipment of the present utility model is by the sectional view of Fig. 5 along the 4-4 line;
Fig. 4 is that integrated water treatment equipment of the present utility model is by the sectional view of Fig. 5 along the 5-5 line;
Fig. 5 is the sectional view of Fig. 1 along the 1-1 line;
Fig. 6 is the shape of cross section of annular water distribution pipe of the present utility model, annular header.
Extremely shown in Figure 5 as Fig. 1, integrated water treatment equipment of the present utility model comprises housing 41, water inlet pipe 1, aeration air supporting sand setting 4, water distributing area 19, tube settling district 20, catchment area 23, treat filtered water section 27, sand filter blanket 28, gravel supporting layer 29, perforation screen plate 30, clear water zone 31, at least one ejector 3 of installing on the water inlet pipe 1 is deep into the bottom of aeration air supporting settling pit 4, the top of aeration air supporting settling pit 4 connects at least one row's scum silica frost pipe 32, the bottom is connected with the sediment outflow pipe 34 of band valve 33, between aeration air supporting settling pit 4 and the eddy flow flocculation reaction chamber 6, between the eddy flow flocculation reaction chamber 8 and 10, between 12 and 14, respectively by pipe 5,9,13 connect from the bottom along the common tangent direction, between the eddy flow flocculation reaction chamber 6 and 8, between 10 and 12, between 14 and 16, respectively by pipe 7,11,15 connect from top along the common tangent direction, pipe 5,7,9,11,13,15 can adopt rectangle cross section pipe, so more help water in the indoor rotational flow of eddy flow flocculation reaction.The shore pipe 42 that has mud valve, 44,46 are connected to eddy flow flocculation reaction chamber 6,10,14 bottom, draw distribution main 17 is connected with at least one annular water distribution pipe 18 that has downward notch in the water distributing area 19 from the bottom of eddy flow flocculation reaction chamber 16, Fig. 6 has provided the shape of cross section of annular water distribution pipe, taper collection mud annular groove 35 is arranged at the bottom of water distributing area 19, the bottom of collection mud annular groove 35 communicates with the notch of opening on annular shore pipe 36, annular shore pipe 36 is connected with the spoil disposal house steward 37 who passes housing 41, water distributing area 19 successively with tube settling district 20, biological contact oxidation chamber 21, catchment area 23 is connected, in catchment area 23, there is at least one annular header 24 that has the notch that makes progress to link to each other with water header 25, Fig. 6 has provided the shape of cross section of annular header, water header 25 is connected on the flush discharge pipe 49 by the total valve 26 that catchments, the flush discharge pipe 49 that has flush discharge valve 50 stretches into treats filtered water section 27, treat filtered water section 27 successively with sand filter blanket 28, gravel supporting layer 29, perforation screen plate 30, clear water zone 31 is communicated with, the clear water rising pipe 54 that has clear water outlet valve 53 links to each other with clear water zone 31, on clear water rising pipe 54 and be connected to the band valve 56 chlorination pipe 55.Shown also among Fig. 5 that each unit structures decoration form is as follows in this integrated water treatment equipment: in housing 41, aeration air supporting settling pit 4 is positioned at central authorities, eddy flow flocculation reaction chamber 6,8,10,12,14,16 uniform ring are arranged around aeration air supporting settling pit 4, between eddy flow flocculation reaction chamber and housing, be aligned in sequence with catchment area 23 from top to bottom, biological contact oxidation chamber 21, tube settling district 20, water distributing area 19, between eddy flow flocculation reaction chamber and aeration air supporting settling pit is to treat filtered water section 27, treats to set gradually sand filter blanket 28 from top to bottom between filtered water section 27 and the water distributing area 19, gravel supporting layer 29, perforation screen plate 30, clear water zone 31.Above decoration form has maximally utilised the intravital space of shell, has significantly reduced floor space.On the clear water rising pipe 54 and be connected to the flushing water inlet pipe 51 of band flushing inlet valve 52, thereby form a back flushing passage with flush discharge pipe 49, help removing the trapped substance in each filtering layer, the assurance water yield is stable, is connected with flush discharge funnel 48 on the end of flush discharge pipe 49 in treating filtered water section 27.The foam that this funnel produced in the time of producing syphonic effect and will recoil is discharged fully, the water quality when having guaranteed to supply water.
Mud return line 39 1 ends that also show band variable valve 40 among Fig. 5 are attempted by on the spoil disposal house steward 37, and the other end is connected on the water absorption tube of working shaft, and working shaft supplies water by 1 pair of this integrated water treatment equipment of water inlet pipe.So certain heavy mud is passed back into this integrated water treatment equipment,, can increase flocculation core, help improving the flocculation reaction effect for low-temperature and low turbidity source water; For sewage disposal, mud refluxes and can keep necessary activated sludge concentration, realizes the continuous purification process, guarantees that water conditioning is in the emission standard scope.
Claims (6)
1, a kind of integrated water treatment equipment, comprise housing (41), water inlet pipe (1), aeration air supporting settling pit (4), water distributing area (19), tube settling district (20), catchment area (23), treat filtered water section (27), sand filter blanket (28), gravel supporting layer (29), perforation screen plate (30), clear water zone (31), it is characterized in that: water inlet pipe (1) is gone up the bottom that at least one ejector (3) of installing is deep into aeration air supporting settling pit (4), aeration air supporting settling pit (4) top connects at least one row's scum silica frost pipe (32), the bottom is connected with the sediment outflow pipe (34) of band valve (33), between aeration air supporting settling pit (4) and the eddy flow flocculation reaction chamber (6), between eddy flow flocculation reaction chamber (8) and (10), (12) and between (14), respectively by pipe (5), (9), (13) connect from the bottom along the common tangent direction, between eddy flow flocculation reaction chamber (6) and (8), (10) and between (12), (14) and between (16), respectively by pipe (7), (11), (15) connect from top along the common tangent direction, the shore pipe (42) that has mud valve, (44), (46) be connected to eddy flow flocculation reaction chamber (6), (10), (14) bottom, the distribution main (17) who draws from the bottom of eddy flow flocculation reaction chamber (16) is connected with at least one annular water distribution pipe (18) that has downward notch in the water distributing area (19), taper collection mud annular groove (35) is arranged at the bottom of water distributing area (19), the bottom of collection mud annular groove (35) communicates with the notch of opening on annular shore pipe (36), annular shore pipe (36) is connected with the spoil disposal house steward (37) who passes housing (41), water distributing area (19) successively with tube settling district (20), biological contact oxidation chamber (21), catchment area (23) is connected, in catchment area (23), there is at least one annular header (24) that has the notch that makes progress to link to each other with water header (25), water header (25) is connected on the flush discharge pipe (49) by the total valve that catchments (26), the flush discharge pipe (49) that has flush discharge valve (50) stretches into treats filtered water section (27), treat filtered water section (27) successively with sand filter blanket (28), gravel supporting layer (29), perforation screen plate (30), clear water zone (31) is communicated with, the clear water rising pipe (54) that has clear water outlet valve (53) links to each other with clear water zone (31), goes up and be connected to the chlorination pipe (55) of band valve (56) at clear water rising pipe (54).
2, integrated water treatment equipment according to claim 1, it is characterized in that: in housing (41), aeration air supporting settling pit (4) is positioned at central authorities, eddy flow flocculation reaction chamber (6,8,10,12,14,16) arrange around aeration air supporting settling pit (4), between eddy flow flocculation reaction chamber and housing, be aligned in sequence with catchment area (23) from top to bottom, biological contact oxidation chamber (21), tube settling district (20), water distributing area (19), between eddy flow flocculation reaction chamber and aeration air supporting settling pit, be to treat filtered water section (27), treat to set gradually sand filter blanket (28) from top to bottom between filtered water section (27) and the water distributing area (19), gravel supporting layer (29), perforation screen plate (30), clear water zone (31).
3, integrated water treatment equipment according to claim 1 and 2 is characterized in that: the flushing water inlet pipe (51) of going up and be connected to band flushing inlet valve (52) at clear water rising pipe (54).
4, integrated water treatment equipment according to claim 3 is characterized in that: be connected with flush discharge funnel (48) on the end of flush discharge pipe (49) in treating filtered water section (27).
5, integrated water treatment equipment according to claim 3, it is characterized in that: mud return line (39) one ends of band variable valve (40) are attempted by on the spoil disposal house steward (37), the other end is connected on the water absorption tube of working shaft, and working shaft supplies water to this integrated water treatment equipment by water inlet pipe (1).
6, integrated water treatment equipment according to claim 1 and 2 is characterized in that: pipe (5,7,9,11,13,15) is a rectangle cross section pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN97246127U CN2352525Y (en) | 1997-12-12 | 1997-12-12 | Integrated water treatment equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN97246127U CN2352525Y (en) | 1997-12-12 | 1997-12-12 | Integrated water treatment equipment |
Publications (1)
Publication Number | Publication Date |
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CN2352525Y true CN2352525Y (en) | 1999-12-08 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN97246127U Expired - Lifetime CN2352525Y (en) | 1997-12-12 | 1997-12-12 | Integrated water treatment equipment |
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CN (1) | CN2352525Y (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100348781C (en) * | 2005-03-23 | 2007-11-14 | 浙江大学 | Continuous cyclone clarification treatment device for electroplating waste water |
CN101108287B (en) * | 2007-05-11 | 2011-07-06 | 上海市政工程设计研究总院 | Air-float filter pool |
CN101691266B (en) * | 2009-10-15 | 2011-09-21 | 贵州荣源环保科技有限公司 | Integral water clarifier for treating high concentrated organic wastewater and normal water |
CN103523968A (en) * | 2013-11-08 | 2014-01-22 | 山东建筑大学 | Integrated water purification device |
CN109081414A (en) * | 2018-10-09 | 2018-12-25 | 河北航天环境工程有限公司 | The high-efficiency clarifier of Mixing Technology is forced based on air swirl |
CN113045067A (en) * | 2021-03-29 | 2021-06-29 | 江西清绿环保有限公司 | Rural domestic sewage annular ecological ditch clean system |
-
1997
- 1997-12-12 CN CN97246127U patent/CN2352525Y/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100348781C (en) * | 2005-03-23 | 2007-11-14 | 浙江大学 | Continuous cyclone clarification treatment device for electroplating waste water |
CN101108287B (en) * | 2007-05-11 | 2011-07-06 | 上海市政工程设计研究总院 | Air-float filter pool |
CN101691266B (en) * | 2009-10-15 | 2011-09-21 | 贵州荣源环保科技有限公司 | Integral water clarifier for treating high concentrated organic wastewater and normal water |
CN103523968A (en) * | 2013-11-08 | 2014-01-22 | 山东建筑大学 | Integrated water purification device |
CN109081414A (en) * | 2018-10-09 | 2018-12-25 | 河北航天环境工程有限公司 | The high-efficiency clarifier of Mixing Technology is forced based on air swirl |
CN113045067A (en) * | 2021-03-29 | 2021-06-29 | 江西清绿环保有限公司 | Rural domestic sewage annular ecological ditch clean system |
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Legal Events
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CX01 | Expiry of patent term |