CN208517037U - Integrated multi-cycle biological multiplication sewage treatment system - Google Patents
Integrated multi-cycle biological multiplication sewage treatment system Download PDFInfo
- Publication number
- CN208517037U CN208517037U CN201820711491.4U CN201820711491U CN208517037U CN 208517037 U CN208517037 U CN 208517037U CN 201820711491 U CN201820711491 U CN 201820711491U CN 208517037 U CN208517037 U CN 208517037U
- Authority
- CN
- China
- Prior art keywords
- area
- zone
- water inlet
- advanced treating
- lifting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The utility model provides integrated multi-cycle biological multiplication sewage treatment system, including recycling circulating-area, intake mixed zone, lifting zone, settling zone, the circulation circulating-area is an annular ditch body, the lifting zone, intake mixed zone, settling zone is sequentially juxtaposed on side in annular ditch body, the water inlet mixed zone is provided with water inlet pipe, an advanced treating area is added among the settling zone, the water inlet mixed zone is communicated with lifting zone, lifting zone is communicated with circulation circulating-area, circulation circulating-area is communicated with settling zone, cyclic annular three phase separator is set in settling zone, advanced treating is provided with outlet pipe in area;Mud, water, gas separation are more thorough in the utility model;It is separated by between advanced treating area and circulation circulating-area by settling zone, when heavy rain or when water inlet is abnormal, the water for recycling circulating-area will not directly overflow to advanced treating area, not will form circulation short circuit, preferably maintain the normal operation of advanced treating area equipment.
Description
Technical field
The utility model relates to sewage treatment fields, more particularly to integrated multi-cycle biological multiplication sewage treatment system.
Background technique
In existing integration multi-cycle biological multiplication sewage treatment system, advanced treating area is arranged behind settling zone, deep
It is adjacent with circulation circulating-area to spend treatment region, when heavy rain or when water inlet is abnormal, the water for recycling circulating-area directly overflows to advanced treating
Area forms circulation short circuit, and the entrance of a large amount of muddy water leads to film in advanced treating area or other equipment damage, in addition for
Original integrated multi-cycle biological multiplication sewage treatment system built up is transformed, and needs to add in having built up system deep
Treatment region is spent, the position in advanced treating area is not all can establish behind general settling zone, comparatively increases in settling zone more
It is suitable.
In existing integrated multi-cycle biological multiplication sewage treatment system, due to only placing filler, gas in settling zone
Body drive mud float, mud-water separation is not thorough enough, settling zone water outlet enter advanced treating area after be easy to cause mud loss and
In advanced treating area situations such as the blocking of film.
Utility model content
Purpose of utility model: the purpose of this utility model is that in view of the deficiencies of the prior art, provide a kind of transformation it is convenient,
The body multi-cycle biological multiplication sewage treatment system that high treating effect, effluent quality are good, occupied area is small.
Technical solution: in order to reach above-mentioned purpose of utility model, the utility model is such completion: integration to follow
Ring biological multiplication sewage treatment system, including circulation circulating-area, water inlet mixed zone, lifting zone, settling zone, the circulation circulating-area
For an annular ditch body, the lifting zone, water inlet mixed zone, settling zone are sequentially juxtaposed on side in annular ditch body, described
Water inlet mixed zone is provided with water inlet pipe, and an advanced treating area, the water inlet mixed zone and lifting zone are added among the settling zone
It communicates, lifting zone is communicated with circulation circulating-area, and circulation circulating-area is communicated with settling zone, and cyclic annular three phase separation is arranged in settling zone
Device, advanced treating are provided with outlet pipe in area.
Further, the three phase separator upper end is equipped with effluent trough, and effluent trough notch is passed through advanced treating area, improves water
Circulation is excessive.
Further, a pool wall is shared between the water inlet mixed zone, lifting zone, settling zone adjacent area, saves materials, most
Space is utilized to limits, compression device volume saves cost.
Further, the settling zone and advanced treating area bottom are equipped with mud discharging mouth, when mud amount is excessive, do not need by
Mud is all back to the mud amount that can control reflux into water mixed zone.
Further, water inlet mixed zone and lifting zone, lifting zone and circulation circulating-area, circulation circulating-area and settling zone, sink
Shallow lake area is respectively provided with pipeline with advanced treating area or cinclides is connected to, and when intaking, pollutant concentration is lower, can open cinclides, saves energy
Consumption.
The utility model has the beneficial effects that the utility model has the advantages that compared with traditional technology
1, by the way that three phase separator is arranged in settling zone in the utility model, so that the separation of mud, water, gas is more thorough,
The loss of mud is not easily leaded to, the other equipment such as film in advanced treating area are not easy to plug;
2, it is separated by between advanced treating area and circulation circulating-area by settling zone in the utility model, when heavy rain or water inlet
When abnormal, the water for recycling circulating-area will not directly overflow to advanced treating area, not will form circulation short circuit, preferably maintain depth
The normal operation for the treatment of region equipment.
Detailed description of the invention
Fig. 1 is the schematic diagram of embodiment 1.
Specific embodiment
As shown in Figure 1, integrated multi-cycle biological multiplication sewage treatment system, including circulation circulating-area 1, water inlet mixed zone
2, lifting zone 3, settling zone 4, circulation circulating-area 1 are an annular ditch body, and lifting zone 3, water inlet mixed zone 2, settling zone 4 are sequentially arranged side by side
It is set to side in annular ditch body, shares a pool wall between water inlet mixed zone 2, lifting zone 3,4 adjacent area of settling zone, intake mixed zone
2 are provided with water inlet pipe 7, and an advanced treating area 5 is added among settling zone 4, and water inlet mixed zone 2 is communicated with lifting zone 3, lifting zone 3
It is communicated with circulation circulating-area 1, circulation circulating-area 1 is communicated with settling zone 4, and three phase separator 6, three phase separation are arranged in settling zone 4
6 upper end of device is equipped with effluent trough 9, is provided with outlet pipe 8 in advanced treating area 5, and 9 notch of effluent trough is passed through advanced treating area 5, precipitating
Area 4 and 5 bottom of advanced treating area are equipped with mud discharging mouth;Water inlet mixed zone 2 and lifting zone 3, lifting zone 3 and recycle circulating-area 1, follow
Ring circulating-area 1 with settling zone 4, settling zone 4 is respectively provided with pipeline with advanced treating area 5 or cinclides is connected to.
Claims (5)
1. integrated multi-cycle biological multiplication sewage treatment system, including circulation circulating-area, water inlet mixed zone, lifting zone, precipitating
Area, the circulation circulating-area are an annular ditch body, and the lifting zone, water inlet mixed zone, settling zone are sequentially juxtaposed on ring
Side in shape ditch body, the water inlet mixed zone are provided with water inlet pipe, which is characterized in that a depth is added among the settling zone
Area is managed, the water inlet mixed zone is communicated with lifting zone, and lifting zone is communicated with circulation circulating-area, recycles circulating-area and settling zone phase
It is logical, cyclic annular three phase separator is set in settling zone, and advanced treating is provided with outlet pipe in area.
2. integration multi-cycle biological multiplication sewage treatment system according to claim 1, which is characterized in that the three-phase
Separator upper end is equipped with effluent trough, and effluent trough notch is passed through advanced treating area.
3. integration multi-cycle biological multiplication sewage treatment system according to claim 1, which is characterized in that the water inlet
A pool wall is shared between mixed zone, lifting zone, settling zone adjacent area.
4. integration multi-cycle biological multiplication sewage treatment system according to claim 1, which is characterized in that the precipitating
Area and advanced treating area bottom are equipped with mud discharging mouth.
5. integration multi-cycle biological multiplication sewage treatment system according to claim 1, which is characterized in that water inlet mixing
Area and lifting zone, lifting zone and circulation circulating-area, circulation circulating-area and settling zone, settling zone and advanced treating area are respectively provided with pipeline
Or cinclides connection.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820711491.4U CN208517037U (en) | 2018-05-14 | 2018-05-14 | Integrated multi-cycle biological multiplication sewage treatment system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820711491.4U CN208517037U (en) | 2018-05-14 | 2018-05-14 | Integrated multi-cycle biological multiplication sewage treatment system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208517037U true CN208517037U (en) | 2019-02-19 |
Family
ID=65342519
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820711491.4U Active CN208517037U (en) | 2018-05-14 | 2018-05-14 | Integrated multi-cycle biological multiplication sewage treatment system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208517037U (en) |
-
2018
- 2018-05-14 CN CN201820711491.4U patent/CN208517037U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN207713494U (en) | Anoxic reacter and sewage disposal device | |
CN203976496U (en) | A kind of full-automatic oxygenation ecosystem fast for water treatment | |
CN203355383U (en) | Coagulative precipitation tank | |
CN204474407U (en) | A kind of degassed formula anaerobe reactive system | |
CN208517037U (en) | Integrated multi-cycle biological multiplication sewage treatment system | |
CN203833701U (en) | Improved UASB (upflow anaerobic sludge blanket) anaerobic reactor | |
CN205590544U (en) | Mud thoughtlessly congeals agitator tank | |
CN202754885U (en) | Sludge concentration tank | |
CN201704127U (en) | Novel up-flow type anaerobic granular sludge bed reactor | |
CN205740499U (en) | A kind of reaction tower | |
CN104556627B (en) | Sludge concentration tank and agitator tank device thereof | |
CN204601823U (en) | The comprehensive sedimentation basin of a kind of electroplating wastewater processing | |
CN205838669U (en) | Anaerobic fermentation reaction unit | |
CN205061818U (en) | Unpowered MBR goes out water installation | |
CN204079679U (en) | Integrated form multilayer sewage treatment tank | |
CN207671767U (en) | A kind of anaerobism Impulsive tank for wastewater treatment | |
CN206089269U (en) | Device of ion more than needed and suspended solid in disposing of sewage | |
CN207276309U (en) | Nitrifying sludge muddy water pre-separate device | |
CN204281444U (en) | Waste water rainwater cyclic utilization system | |
CN104649560A (en) | Sewage treatment device based on overlapping screw sludge dewatering machine | |
CN206586199U (en) | The concealed fish jar of pipeline | |
CN204022497U (en) | A kind of high-efficient shallow air flotation machine | |
CN204022498U (en) | A kind of high-efficiency dissolued-air air floatation machine | |
CN203794749U (en) | Integrated deep well water regeneration system | |
CN211546115U (en) | Livestock farm sewage treatment device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |