CN208898710U - Floor-type metaplasia combines pond - Google Patents

Floor-type metaplasia combines pond Download PDF

Info

Publication number
CN208898710U
CN208898710U CN201821457347.9U CN201821457347U CN208898710U CN 208898710 U CN208898710 U CN 208898710U CN 201821457347 U CN201821457347 U CN 201821457347U CN 208898710 U CN208898710 U CN 208898710U
Authority
CN
China
Prior art keywords
pool
sludge
pond
hydrolysis acidification
layer
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
Application number
CN201821457347.9U
Other languages
Chinese (zh)
Inventor
蓝佳佳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HANGZHOU SMARTEM ENGINEERING Co Ltd
Original Assignee
HANGZHOU SMARTEM ENGINEERING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HANGZHOU SMARTEM ENGINEERING Co Ltd filed Critical HANGZHOU SMARTEM ENGINEERING Co Ltd
Priority to CN201821457347.9U priority Critical patent/CN208898710U/en
Application granted granted Critical
Publication of CN208898710U publication Critical patent/CN208898710U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Activated Sludge Processes (AREA)

Abstract

Floor-type metaplasia combines pond, it includes first layer biochemistry pool, second layer biochemistry pool, third layer biochemistry pool, the first layer biochemistry pool are hydrolysis acidification pool and sludge-tank, and the sludge-tank is on the left side of hydrolysis acidification pool, the right edge of the sludge-tank from bottom of pond 3/4ths be equipped with a flowing water notch, the flowing water notch is communicated with hydrolysis acidification pool, and the hydrolysis acidification pool is at least one, and the top of the hydrolysis acidification pool is equipped with a sewage inlet.The second layer biochemistry pool is the well feeding biochemistry pool of at least one, the hydrolysis acidification pool bottom of pond of the Chi Dingyu first layer of the aerobic biochemical pool is respectively equipped with water outlet and water inlet, the features such as it has Economization on land space, and the simple floor cell structure of utilization, avoids waste of resource.

Description

Floor-type metaplasia combines pond
Technical field
The utility model relates to sewage treatment fields, and in particular to a kind of floor-type metaplasia combination pond.
Background technique
Due to the growing tension of land resource, especially built factory can be extremely limited using soil, and factory is extended When leave for sewage treatment project land used be often it is most nervous, but country " San Tong method " policy provide that environmental protection facility must again It is indispensable.Sewage treatment project has certain requirement to the volume in pond, land occupation is more and uses due to the requirement of its technique again Facility also compare it is more, facility it is multipair also relatively more in electricity charge water rate, so sewage treatment is caused to waste very much respectively Kind resource.
Summary of the invention
The purpose of the utility model is to overcome the shortcomings of the prior art, and provide a kind of energy Economization on land space, And simple floor cell structure is utilized, the environment-friendly sewage processing pond of waste of resource is avoided.
The purpose of this utility model is completed by following technical solution, and a kind of floor-type metaplasia combination pond, it is wrapped First layer biochemistry pool is included, second layer biochemistry pool, third layer biochemistry pool, the first layer biochemistry pool is hydrolysis acidification pool and sludge Pond, the sludge-tank are flowed from bottom of pond 3/4ths equipped with one in the left side of hydrolysis acidification pool, the right edge of the sludge-tank Water notch, the flowing water notch are communicated with hydrolysis acidification pool, and the hydrolysis acidification pool is at least one, the hydrolysis acidification pool Top is equipped with a sewage inlet, and the second layer biochemistry pool is the well feeding biochemistry pool of at least one, the aerobic biochemical pool The hydrolysis acidification pool bottom of pond of Chi Dingyu first layer connects with pipeline and is respectively equipped on pipeline water outlet and water inlet, and described the Three layers are sedimentation basin, and the sedimentation basin is connect with aerobic metaplasia pond with pipeline, and water outlet and water inlet is respectively set, described heavy The top in shallow lake pond is equipped with sludge reflux pump, and described sludge reflux pump one end is connected with sedimentation basin, and the other end is connected with cesspool.
As preferred: uniformly arrangement is equipped with the elastic filler of sewage treatment, the aerobic life in the hydrolysis acidification pool Change and be additionally provided with aeration tube aeration in pond, the aeration tube connect keeping, the bottom of pond of the sedimentation basin with external aeration oxygen increasing machine Triangular-notch weir equipped with V-shape, the sludge reflux pump lead directly at sewage bottom of pond portion triangular-notch weir and are connected with the sludge-tank of the other end.
As preferred: the sludge-tank is equipped between sludge concentration tank and sludge dewatering, is located at sludge between the sewage dehydration The bottom of concentration basin is connected between the sludge concentration tank and sludge dewatering by pipeline, and the pipeline is equipped with electrically operated valve.Institute Reflux pump is stated to be connected with one end of sewage concentration tank.
As preferred: the sludge reflux pump at the top of the sedimentation basin is also connect with hydrolysis acidification pool and aerobic biochemical pool.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
The utility model is described in detail below in conjunction with attached drawing: shown in Fig. 1, a kind of floor described in the utility model Formula metaplasia combines pond, it includes first layer biochemistry pool 1, second layer biochemistry pool 2, third layer biochemistry pool 3, the first layer biochemistry pool 1 is hydrolysis acidification pool 4 and sludge-tank 5, the sludge-tank 5 on the left side of hydrolysis acidification pool 4, the right edge of the sludge-tank 5 from A flowing water notch 6 is equipped at bottom of pond 3/4ths, the flowing water notch 6 is communicated with hydrolysis acidification pool 4, the hydrolysis acidification pool 4 be at least one, and the top of the hydrolysis acidification pool 4 is equipped with a sewage inlet 7.The second layer biochemistry pool 2 is at least one A supports well biochemistry pool 8, and 4 bottom of pond of hydrolysis acidification pool of the Chi Dingyu first layer of the aerobic biochemical pool 8 is connected simultaneously with pipeline 24 It is respectively equipped with water outlet 9 and water inlet 10 on the tubes 24, the third layer is sedimentation basin 11, the sedimentation basin 11 and aerobicization Raw pond 8 is connected with pipeline 12, and water outlet 13 and water inlet 14 is respectively set, and the top of the sedimentation basin 11 is equipped with sludge reflux Pump 15, described 15 one end of sludge reflux pump is connected with sedimentation basin 11, and the other end is connected with cesspool 5.
As shown in the figure: uniformly arrangement is equipped with the elastic filler 16 of sewage treatment in the hydrolysis acidification pool 4, described aerobic The aeration of aeration tube 17 is additionally provided in biochemistry pool 8, the aeration tube 17 connect keeping, the precipitating with external aeration oxygen increasing machine 18 The bottom of pond in pond 11 is equipped with the triangular-notch weir 19 of V-shape, the sludge reflux pump 15 lead directly at 11 bottom triangular-notch weir of sedimentation basin and with it is another The sludge-tank 5 of one end is connected.
Sludge-tank 5 described in the utility model is equipped with 21 between sludge concentration tank 20 and sludge dewatering, 21 between the sewage dehydration Positioned at the bottom of sludge concentration tank 20,21 are connected by pipeline 22 between the sludge concentration tank 20 and sludge dewatering, the pipeline 22 are equipped with electrically operated valve 23.The sludge reflux pump 15 is connected with one end of sewage concentration tank 20,11 top of sedimentation basin Sludge reflux pump 15 also connect with hydrolysis acidification pool 4 and aerobic biochemical pool 8.
The embodiments of the present invention are as follows: sewage is driven into the hydrolysis that superposing type biochemistry combines pond top layer by elevator pump Acidification pool, it is organic that the macromolecular organic pollutant difficult to degrade in hydrolysis acidification pool in sewage is decomposed into degradable small molecule Pollutant.The water outlet of hydrolysis acidification pool enters the aerobic tank in middle layer by flow by gravity, is passed through air in aerobic tank, passes through micro- life The biochemical action degradation majority of organic pollutants of object.Aerobic tank water outlet carries out mud by the secondary settling tank that gravity stream enters bottom again Water separation, supernatant are discharged by triangular-notch weir overflow, and sludge then passes through the bottom that gravity is gathered in secondary settling tank sludge bucket, and bottom of pond is dirty Mud passes through sludge reflux pump by a part of sludge reflux to hydrolysis acidification pool and aerobic tank, to supplement the amount of microorganism, separately again The sludge concentration tank that a part squeezes into top layer carries out gravity concentration, a sludge pipe is installed in the bottom of sludge-tank, by electronic Thickened sludge is transported between sludge dewatering by the unlatching of valve by gravity.
The utility model is that superposing type biochemistry combines pond by carrying out cleverly arrangement group to sewage treatment each unit pond It closes, only needs a lifting sewage that can flow through all process procedures by gravity in entirely combination pond.The superposition in three layers of pond Not only than 2/3rds land area of traditional wastewater processing engineering economy, but also the superposition in pond increases the sealing in pond Property, reduce the diffusion of foul smell in sewage disposal process, provides good item for the installation of sewage treatment project deodoration system Part.

Claims (4)

1. floor-type metaplasia combines pond, it includes first layer biochemistry pool, second layer biochemistry pool, third layer biochemistry pool, and feature exists It is hydrolysis acidification pool and sludge-tank in the first layer biochemistry pool, the sludge-tank is in the left side of hydrolysis acidification pool, the sludge From a flowing water notch is equipped at bottom of pond 3/4ths, the flowing water notch communicates the right edge in pond with hydrolysis acidification pool, described Hydrolysis acidification pool is at least one, and the top of the hydrolysis acidification pool is equipped with a sewage inlet;The second layer biochemistry pool is The hydrolysis acidification pool bottom of pond of the aerobic biochemical pool of at least one, the Chi Dingyu first layer of the aerobic biochemical pool is connected simultaneously with pipeline Water outlet and water inlet are respectively equipped on pipeline, the third layer is sedimentation basin, and the sedimentation basin and aerobic metaplasia pond are managed Road connection, and water outlet and water inlet is respectively set, the top of the sedimentation basin is equipped with sludge reflux pump, the sludge reflux pump One end is connected with sedimentation basin, and the other end is connected with cesspool.
2. floor-type metaplasia according to claim 1 combines pond, it is characterised in that uniformly arrange in the hydrolysis acidification pool Elastic filler equipped with sewage treatment, is additionally provided with aeration tube aeration in the aerobic biochemical pool, the aeration tube and external Aeration oxygen increasing machine connection is supported, and the bottom of pond of the sedimentation basin is equipped with the triangular-notch weir of V-shape, and the sludge reflux pump leads directly to cesspool It is connected at the triangular-notch weir of bottom and with the sludge-tank of the other end.
3. floor-type metaplasia according to claim 2 combines pond, it is characterised in that the sludge-tank is equipped with sludge concentration tank Between sludge dewatering, the bottom of sludge concentration tank is located between the sewage dehydration, is led between the sludge concentration tank and sludge dewatering Piping connection, the pipeline are equipped with electrically operated valve, and the reflux pump is connected with one end of sewage concentration tank.
4. floor-type metaplasia according to claim 2 combines pond, it is characterised in that the sludge reflux at the top of the sedimentation basin Pump is also connect with hydrolysis acidification pool and aerobic biochemical pool.
CN201821457347.9U 2018-09-06 2018-09-06 Floor-type metaplasia combines pond Active CN208898710U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821457347.9U CN208898710U (en) 2018-09-06 2018-09-06 Floor-type metaplasia combines pond

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821457347.9U CN208898710U (en) 2018-09-06 2018-09-06 Floor-type metaplasia combines pond

Publications (1)

Publication Number Publication Date
CN208898710U true CN208898710U (en) 2019-05-24

Family

ID=66571485

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821457347.9U Active CN208898710U (en) 2018-09-06 2018-09-06 Floor-type metaplasia combines pond

Country Status (1)

Country Link
CN (1) CN208898710U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108892336A (en) * 2018-09-06 2018-11-27 杭州司迈特水处理工程有限公司 A kind of floor-type metaplasia combination pond

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108892336A (en) * 2018-09-06 2018-11-27 杭州司迈特水处理工程有限公司 A kind of floor-type metaplasia combination pond

Similar Documents

Publication Publication Date Title
CN103979683A (en) Integrated expanded granular sludge bed-membrane bioreactor whole-course autotrophy denitrification device and process thereof
CN207608952U (en) Rainwater-collecting and processing unit
CN208898710U (en) Floor-type metaplasia combines pond
US20090057212A1 (en) Treatment system of low concentration sanitary sewage
CN210505966U (en) Anaerobic-aerobic high-efficiency treatment device for high-concentration formaldehyde wastewater
CN209368051U (en) A kind of reinforced phosphor-removing A2O-MBBR sewage-treatment plant
CN108892336A (en) A kind of floor-type metaplasia combination pond
CN105417890A (en) Constructed wetland heavy metal deionization purification system based on super capacitor
CN206127080U (en) A manufacturing equipment for refuse disposal filtration liquid
CN201082875Y (en) Energy-saving impulse anaerobic reactor
CN205328812U (en) Festival ground type treatment of domestic sewage integrated device
CN211226820U (en) Compact and efficient oil removing device for offshore platform production wastewater
CN204918323U (en) Sewage biochemical treatment system
CN208218511U (en) The processing unit of high-concentration sewage
CN206680352U (en) A kind of new MBR integrated water treatment equipments
CN207699288U (en) A kind of vortex membrane bioreactor pollution control device
CN206680345U (en) A kind of municipal sewage is normal, the processing unit of two kinds of operational modes of low temperature
CN206298495U (en) Integration denitrification and dephosphorization sewage disposal device
CN101519243A (en) Energy-saving pulse anaerobic reactor
CN205088060U (en) High concentration printing and dyeing wastewater's combination treatment facility
CN205590528U (en) Reclaimed water reuse system
CN203999267U (en) A kind of regeneration effluent is processed integrated apparatus
CN211056932U (en) Micro-power domestic sewage purification device
CN212025133U (en) Wastewater denitrification treatment device
CN204246946U (en) For the high-efficient treatment device of coal mine deep well water body

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant