CN206767760U - A kind of concentrated water processing unit of percolate - Google Patents

A kind of concentrated water processing unit of percolate Download PDF

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Publication number
CN206767760U
CN206767760U CN201720427900.3U CN201720427900U CN206767760U CN 206767760 U CN206767760 U CN 206767760U CN 201720427900 U CN201720427900 U CN 201720427900U CN 206767760 U CN206767760 U CN 206767760U
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China
Prior art keywords
layer
tank body
concentrated water
percolate
aerobic
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CN201720427900.3U
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Chinese (zh)
Inventor
岳桂存
李树琼
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Yunnan Water Environmental Engineering Co ltd
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YUNNAN WOYUAN ENERGY SAVING ENVIRONMENTAL PROTECTION ENGINEERING Co Ltd
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Priority to CN201720427900.3U priority Critical patent/CN206767760U/en
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Abstract

The utility model discloses a kind of concentrated water processing unit of percolate, the tank body is transparent tank body, tank body upper end is connected with concentrated water feed tube, tank body lower end is connected with drainpipe, splayed is provided with by-pass filtration layer in tank body below concentrated water feed tube, it is aerobic layer below by-pass filtration layer, aerobic layer bottom is provided with secondary filtration net in herringbone, secondary filtration side off the net is anaerobic layer, anaerobic layer bottom is provided with three-stage filtration layer in splayed, and drainpipe is connected with the tank body below three-stage filtration layer.Advantage, the concentrated water of percolate is handled using the secondary filtration net of splayed by-pass filtration layer, three-stage filtration layer and herringbone, running orbit of the concentrated water of percolate in tank body can be extended, improve the treatment effeciency of landfill leachate thick water.

Description

A kind of concentrated water processing unit of percolate
Technical field
The utility model belongs to field of Environment Protection, and in particular to a kind of concentrated water processing unit of percolate.
Background technology
Percolate be it is the most complicated in sewage treatment area therefore and most intractable a kind of waste water, garbage loading embeading Field leachate quality has following characteristics:Water-quality constituents is complicated, not only containing oxygen consumption organic pollution, also containing each metalloid and plant Thing nutrient;CODCr and the concentration of BOD 5 may be up to tens of thousands of milligrams per liter;The aromatic series of difficult for biological degradation, amino benzenes compounds compared with It is more, containing ten various metals ions, microorganism is produced and poisons inhibitory action;Water quality, water are unstable, become with time, season Change huge;Percolate produces substantial amounts of concentrate and often cannot get appropriate processing after treatment.
Utility model content
In view of the above-mentioned problems of the prior art, the utility model provides, a kind of floor space is small, and water quality reaches after processing Mark, the concentrated water processing unit of the percolate of steady quality.
Its technical scheme is:
A kind of concentrated water processing unit of percolate, including tank body, concentrated water feed tube, drainpipe, aerobic layer, anaerobism Layer, by-pass filtration layer, secondary filtration net, three-stage filtration layer;
The tank body is transparent tank body, and tank body upper end is connected with concentrated water feed tube, and tank body lower end is connected with drainpipe, concentrated water Splayed is provided with by-pass filtration layer in tank body below feed tube, by-pass filtration layer lower section is aerobic layer, aerobic layer bottom Herringbone is provided with secondary filtration net, secondary filtration side off the net is anaerobic layer, and anaerobic layer bottom is provided with three in splayed Level filter layer, drainpipe is connected with the tank body below three-stage filtration layer.
When handling the concentrated water of percolate, condensed water is passed into tank body from concentrated water feed tube, condensed water Concentrate is dropped onto in aerobic layer out of by-pass filtration layer mesh after into tank body, and the rubbish of aerobic reaction is passed through in aerobic layer Mesh of the concentrated water of rubbish percolate through secondary filtration net is dropped into anaerobic layer, the rubbish in anaerobic layer after anaerobic reaction The concentrated water of percolate leaves tank body through three-stage filtration layer from drainpipe, completes the processing to the concentrated water of percolate.Using eight The secondary filtration net of font by-pass filtration layer, three-stage filtration layer and herringbone is handled the concentrated water of percolate, energy Extend running orbit of the concentrated water of percolate in tank body, improve the treatment effeciency of landfill leachate thick water.
Further, zone of heating I is provided with below the by-pass filtration layer, the secondary filtration side off the net is provided with zone of heating II, the three-stage filtration layer lower section is provided with zone of heating III.
Aerobic layer, the temperature of anaerobic layer are controlled, effectively improved using zone of heating I, zone of heating II and zone of heating III The anaerobic reaction and aerobic reaction of landfill leachate thick water so that reaction is more thorough, and the place of landfill leachate thick water is effectively ensured Manage quality.
Further, the secondary filtration net end is connected with discharge nozzle, and filter screen and control valve, filter screen are provided with discharge nozzle Above control valve.
The speed flowed into using the landfill leachate thick water in filter screen and control valve control anaerobic layer in aerobic layer, is effectively carried The treatment effeciency of high landfill leachate thick water.
Further, being horizontally disposed with the tank body below the three-stage filtration layer has cobblestone filter layer, cobblestone filter layer Lower section is provided with activated carbon filter layer.
Using cobblestone filter layer and activated carbon filter layer to anaerobic reaction and aerobic reacted landfill leachate thick water Handled again so that landfill leachate thick water purified treatment is more thorough, avoids the landfill leachate thick water discharge after processing Into nature, environment is polluted.
Further, it is provided with guiding gutter in the inner tank wall between the zone of heating I and secondary filtration net.
Water conservancy diversion is carried out to landfill leachate thick water using guiding gutter so that landfill leachate thick water can be slowly flowed into In oxygen layer, avoid landfill leachate thick water from impacting in aerobic layer, influence the aerobic reaction of landfill leachate thick water, effectively improve The treatment effeciency of landfill leachate thick water.
Further, temperature monitor I and temperature monitor II are respectively arranged with the aerobic layer and anaerobic layer.
Detect the temperature in aerobic layer and anaerobic layer in real time by temperature monitor I and temperature monitor II, facilitate work Make the reaction temperature that personnel control aerobic reaction and anaerobic reaction in aerobic layer and anaerobic layer in time, garbage filter is effectively ensured The processing quality of liquid concentrated water.
Beneficial effect:
1st, using the secondary filtration net of splayed by-pass filtration layer, three-stage filtration layer and herringbone to percolate Concentrated water is handled, and can extend running orbit of the concentrated water of percolate in tank body, improves the place of landfill leachate thick water Manage efficiency.
2nd, aerobic layer, the temperature of anaerobic layer are controlled, effectively carried using zone of heating I, zone of heating II and zone of heating III The anaerobic reaction and aerobic reaction of high landfill leachate thick water so that reaction is more thorough, and landfill leachate thick water is effectively ensured Handle quality.
3rd, the speed flowed into using the landfill leachate thick water in filter screen and control valve control anaerobic layer in aerobic layer, effectively Improve the treatment effeciency of landfill leachate thick water.
4th, using cobblestone filter layer and activated carbon filter layer to anaerobic reaction and aerobic reacted landfill leachate thick Water is handled again so that landfill leachate thick water purified treatment is more thorough, avoids the landfill leachate thick water row after processing It is put into nature, pollutes environment.
5th, water conservancy diversion is carried out to landfill leachate thick water using guiding gutter so that landfill leachate thick water can be slowly flowed into In aerobic layer, avoid landfill leachate thick water from impacting in aerobic layer, influence the aerobic reaction of landfill leachate thick water, effectively carry The treatment effeciency of high landfill leachate thick water.
6th, the temperature in aerobic layer and anaerobic layer is detected in real time by temperature monitor I and temperature monitor II, it is convenient Staff controls the reaction temperature of the aerobic reaction and anaerobic reaction in aerobic layer and anaerobic layer in time, and rubbish is effectively ensured and oozes The processing quality of filtrate concentrated water
Brief description of the drawings
Fig. 1 is the utility model structure diagram;
Fig. 2 is the utility model structure diagram;Wherein, 1- tank bodies, 2- concentrated waters feed tube, 3- drainpipes, 4- aerobic layers, 5- anaerobic layers, 6- cobblestones filter layer, 7- activated carbon filter layers, 8- by-pass filtrations layer, 9- zones of heating I, 10- guiding gutters, 11- bis- Level screen pack, 12- zones of heating II, 13- three-stage filtrations layer, 14- zones of heating III, 15- discharge nozzles, 16- control valves, the inspection of 17- temperature Survey instrument I, 18- temperature monitors II.
Embodiment
As shown in figure 1, a kind of concentrated water processing unit of percolate, including tank body 1, concentrated water feed tube 2, drainpipe 3, Aerobic layer 4, anaerobic layer 5, by-pass filtration layer 8, secondary filtration net 11, three-stage filtration layer 13;
The tank body 1 is transparent tank body, and the upper end of tank body 1 is connected with concentrated water feed tube 2, and the lower end of tank body 1 is connected with drainpipe 3, the tank body 1 of the lower section of concentrated water feed tube 2 is interior to be provided with by-pass filtration layer 8 in splayed, and the lower section of by-pass filtration layer 8 is aerobic layer 4, The bottom of aerobic layer 4 is provided with secondary filtration net 11 in herringbone, and the lower section of secondary filtration net 11 is anaerobic layer 5, the bottom of anaerobic layer 5 Splayed is provided with three-stage filtration layer 13, drainpipe 3 is connected with the tank body 1 of the lower section of three-stage filtration layer 13.
Further, the lower section of by-pass filtration layer 8 is provided with zone of heating I 9, and the lower section of secondary filtration net 11, which is provided with, to be added Thermosphere II 12, the lower section of three-stage filtration layer 13 are provided with zone of heating III 14.
Further, the end of secondary filtration net 11 is connected with discharge nozzle 15, and filter screen and control are provided with discharge nozzle 15 Valve 16, filter screen are located at the top of control valve 16.
Further, being horizontally disposed with the tank body 1 of the lower section of three-stage filtration layer 13 has cobblestone filter layer 6, cobblestone mistake The lower section of filtering layer 6 is provided with activated carbon filter layer 7.
Further, it is provided with guiding gutter 10 on the inwall of tank body 1 between the zone of heating I 9 and secondary filtration net 11.
Further, temperature monitor I 17 and temperature monitor II 18 are respectively arranged with the aerobic layer 4 and anaerobic layer 5.
When handling the concentrated water of percolate, condensed water is passed into tank body 1 from concentrated water feed tube 2, concentrated Concentrate is dropped onto out of by-pass filtration layer 8 mesh in aerobic layer 4 after water enters tank body 1, by aerobic anti-in aerobic layer 4 Mesh of the concentrated water for the percolate answered through secondary filtration net 11 is dropped into anaerobic layer 5, anti-by anaerobism in anaerobic layer 5 The concentrated water of percolate after answering leaves tank body 1 through three-stage filtration layer 13 from drainpipe 3, completes the concentrated water to percolate Processing.Using the secondary filtration net 11 of splayed by-pass filtration layer 8, three-stage filtration layer 13 and herringbone to percolate Concentrated water handled, running orbit of the concentrated water of percolate in tank body can be extended, improve landfill leachate thick water Treatment effeciency.

Claims (6)

1. the concentrated water processing unit of a kind of percolate, it is characterised in that including tank body (1), concentrated water feed tube (2), draining Manage (3), aerobic layer (4), anaerobic layer (5), by-pass filtration layer (8), secondary filtration net (11), three-stage filtration layer (13);
The tank body (1) is transparent tank body, and tank body (1) upper end is connected with concentrated water feed tube (2), and tank body (1) lower end is connected with row Water pipe (3), splayed is provided with by-pass filtration layer (8), by-pass filtration layer (8) in the tank body (1) below concentrated water feed tube (2) Lower section is aerobic layer (4), and aerobic layer (4) bottom is provided with secondary filtration net (11) in herringbone, under secondary filtration net (11) Side is anaerobic layer (5), and anaerobic layer (5) bottom is provided with three-stage filtration layer (13) in splayed, below three-stage filtration layer (13) Drainpipe (3) is connected with tank body (1).
A kind of 2. concentrated water processing unit of percolate according to claim 1, it is characterised in that the by-pass filtration Zone of heating I (9) is provided with below layer (8), zone of heating II (12), the three-level mistake are provided with below the secondary filtration net (11) Zone of heating III (14) is provided with below filtering layer (13).
A kind of 3. concentrated water processing unit of percolate according to claim 1, it is characterised in that the secondary filtration Net (11) end is connected with discharge nozzle (15), is provided with filter screen and control valve (16) in discharge nozzle (15), filter screen is located at control valve (16) top.
A kind of 4. concentrated water processing unit of percolate according to claim 1, it is characterised in that the three-stage filtration Being horizontally disposed with tank body (1) below layer (13) has cobblestone filter layer (6), is set below cobblestone filter layer (6) active Charcoal filter layer (7).
A kind of 5. concentrated water processing unit of percolate according to claim 2, it is characterised in that the zone of heating I (9) it is provided with guiding gutter (10) on tank body (1) inwall between secondary filtration net (11).
A kind of 6. concentrated water processing unit of percolate according to claim 1, it is characterised in that the aerobic layer (4) temperature monitor I (17) and temperature monitor II (18) and in anaerobic layer (5) are respectively arranged with.
CN201720427900.3U 2017-04-22 2017-04-22 A kind of concentrated water processing unit of percolate Expired - Fee Related CN206767760U (en)

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CN201720427900.3U CN206767760U (en) 2017-04-22 2017-04-22 A kind of concentrated water processing unit of percolate

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Application Number Priority Date Filing Date Title
CN201720427900.3U CN206767760U (en) 2017-04-22 2017-04-22 A kind of concentrated water processing unit of percolate

Publications (1)

Publication Number Publication Date
CN206767760U true CN206767760U (en) 2017-12-19

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109179897A (en) * 2018-10-15 2019-01-11 刘秀娟 A kind of multi-stage sewage processor using microbial technique
CN109487739A (en) * 2018-12-24 2019-03-19 象山平悦环保科技有限公司 Environmental sanitation cleaning device
CN110280561A (en) * 2019-07-15 2019-09-27 三峡大学 A kind of application of city life garbage concentrates waste pit and its burying method
CN110316907A (en) * 2019-06-26 2019-10-11 安徽安江环保科技有限公司 A kind of percolation liquid treating system and technique based on refuse landfill

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109179897A (en) * 2018-10-15 2019-01-11 刘秀娟 A kind of multi-stage sewage processor using microbial technique
CN109487739A (en) * 2018-12-24 2019-03-19 象山平悦环保科技有限公司 Environmental sanitation cleaning device
CN110316907A (en) * 2019-06-26 2019-10-11 安徽安江环保科技有限公司 A kind of percolation liquid treating system and technique based on refuse landfill
CN110280561A (en) * 2019-07-15 2019-09-27 三峡大学 A kind of application of city life garbage concentrates waste pit and its burying method
CN110280561B (en) * 2019-07-15 2021-04-13 三峡大学 Centralized landfill pit for urban domestic garbage and landfill method thereof

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Effective date of registration: 20190228

Address after: 650000 003 Bohai Road, Panlong District, Kunming City, Yunnan Province

Patentee after: YUNNAN WATER ENVIRONMENTAL ENGINEERING CO.,LTD.

Address before: 650000 Liangyuan District, Xishan District, Kunming City, Yunnan Province

Patentee before: YUNNAN WOYUAN ENERGY CONSERVATION AND ENVIRONMENTAL PROTECTION ENGINEERING CO.,LTD.

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EE01 Entry into force of recordation of patent licensing contract

Assignee: Yunnan yanyuxuan Environmental Engineering Co.,Ltd.

Assignor: YUNNAN WATER ENVIRONMENTAL ENGINEERING CO.,LTD.

Contract record no.: X2023530000005

Denomination of utility model: A concentrated water treatment device for landfill leachate

Granted publication date: 20171219

License type: Common License

Record date: 20230306

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171219

CF01 Termination of patent right due to non-payment of annual fee