CN203212438U - Micro-power countryside decentralized-type sewage treatment device - Google Patents
Micro-power countryside decentralized-type sewage treatment device Download PDFInfo
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- CN203212438U CN203212438U CN 201320230121 CN201320230121U CN203212438U CN 203212438 U CN203212438 U CN 203212438U CN 201320230121 CN201320230121 CN 201320230121 CN 201320230121 U CN201320230121 U CN 201320230121U CN 203212438 U CN203212438 U CN 203212438U
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- hydrolysis acidification
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- 239000010865 sewage Substances 0.000 title claims abstract description 42
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 238000006460 hydrolysis reaction Methods 0.000 claims abstract description 26
- 230000020477 pH reduction Effects 0.000 claims abstract description 26
- 230000007062 hydrolysis Effects 0.000 claims abstract description 25
- 238000012856 packing Methods 0.000 claims abstract description 10
- 239000011159 matrix material Substances 0.000 claims description 5
- 239000002699 waste material Substances 0.000 claims description 5
- 239000000919 ceramic Substances 0.000 claims description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 2
- 239000006004 Quartz sand Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 9
- 238000001914 filtration Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 6
- 238000009423 ventilation Methods 0.000 abstract description 4
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 241000894006 Bacteria Species 0.000 abstract 5
- 239000012528 membrane Substances 0.000 abstract 1
- 238000005192 partition Methods 0.000 abstract 1
- 239000000706 filtrate Substances 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000000813 microbial effect Effects 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 241000256113 Culicidae Species 0.000 description 1
- 241000255925 Diptera Species 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000010893 paper waste Substances 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 239000002349 well water Substances 0.000 description 1
- 235000020681 well water Nutrition 0.000 description 1
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model relates to a micro-power countryside decentralized-type sewage treatment device. The device comprises a grilled well, a hydrolysis acidification pool, an adjusting pool, a bacteria filtering pool and an underflow-type constructed wetland. A water inlet port is arranged in front of a grille. An outlet of the grilled well is communicated with an inlet on the upper portion of the hydrolysis acidification pool. A plurality of strings of suspended combination packings are arranged in the hydrolysis acidification pool. A flow guide partition is arranged at the inlet of the hydrolysis acidification pool communicated with the upper portion of the adjusting pool. A sewage lifting pump is arranged at the bottom of the adjusting pool. Filtering packings capable of being hung with biological membranes are filled in the bacteria filtering pool. A rotatable water distributing device with a motor is arranged at the top of the bacteria filtering pool. Air holes are formed at the bottom of the bacteria filtering pool. An outlet of the sewage lifting pump is communicated with an inlet of the rotatable water distributing device. The lower portion of the bacteria filtering pool is communicated with an inlet on the lower portion of the constructed wetland. A water outlet port is arranged on the rear portion of the constructed wetland. Anaerobic treatment, natural-ventilation aerobic treatment and constructed-wetland treatment are combined, so that effluent quality is up to standard, investment is small, energy consumption is low, process is simple, convenience in operation and management is realized, treatment effect is good, and benefit of ecological environment is obvious.
Description
Technical field
The utility model belongs to the dirty water living creature processing technique field, relates to a kind of waste disposal plant, particularly a kind of microkinetic rural area decentralized type sewage treatment unit.
Background technology
In recent years, for advancing urbanization process, improve the quality of urban residents' life, the Rural water supply engineering is progressively implemented, yet the rural area drainage system is but out in the cold always, the domestic sewage in rural areas by using overwhelming majority is without any processing, let alone to permeate the ground after directly having entered the river course or having discharged outdoor vacant lot, small part is let alone to permeate the ground after the septic tank simple process, severe contamination river and well water.
In the Rural areas, the maintenance management technician of sewage and operational management experience famine, determined the sewage plant of building to use complicated treatment process, and economic condition is relatively poor relatively, the sewage working cost must be cut down, then adopt microkinetic, and even motorless sewage treatment process is an outlet preferably.General motorless sewage treatment process is anaerobic treatment, and as septic tank, oxidation pond etc., effluent quality generally cannot be up to standard, and mosquitos and flies, foul smell problem are serious, influence environment.
The utility model content
The purpose of this utility model is: a kind of microkinetic rural area decentralized type sewage treatment unit is provided, with solve the unpowered wastewater treatment effluent quality in existing rural area can not be up to standard etc. problem.
The technical solution of the utility model is as follows:
A kind of microkinetic of the utility model rural area decentralized type sewage treatment unit, it comprises grille well, hydrolysis acidification pool, equalizing tank, biological filter and the underflow type artificial wet land that order is connected; Grid is set in the grille well, and sewage inlet is located at the grille well middle part in grid the place ahead; The grille well outlet that is located at the grid rear is communicated with the entrance on hydrolysis acidification pool top; The hydrolysis acidification pool ingress is provided with diaphragm; Be provided with many strings in the hydrolysis acidification pool and hang combined stuffing; The outlet on hydrolysis acidification pool top is communicated with the entrance on equalizing tank top; The equalizing tank bottom is provided with sewage pump; Filling can be hung biomembranous filter packing (pebbles, gravel, light porous ceramics filling etc.) in the biological filter, one translator rotatable rotary water distributor is arranged at the top, biological filter, be distributed with many water sprayering holes on the turning spurt water device, the bottom, biological filter is provided with ventilating pit; The sewage pump outlet is communicated with the turning spurt water device entrance at top, biological filter by waste pipe; The biological filter lower part outlet is communicated to underflow type artificial wet land bottom entrance with pipeline; Water outlet is arranged on the wet well top, rear portion of underflow type artificial wet land.
The beneficial effects of the utility model:
The utility model is a kind of integration apparatus that is made of grille well, hydrolysis acidification pool, equalizing tank, biological filter and underflow type artificial wet land, short construction period, and floor space is little, and is convenient for installation and maintenance.
The utility model is handled anaerobic treatment, natural ventilation aerobic treatment and is combined with artificial swamp, explore a kind of sewage treatment process of microkinetic, effluent quality satisfies " urban wastewater treatment firm pollutant emission standard " (GB18918-2002) secondary standard, power consumption is few, effluent quality satisfies the waters requirement of Rural areas, less investment, energy consumption is low, technology is simple, operational management is convenient, and treatment effect is good, ecological environment benefit is remarkable.
Description of drawings
Fig. 1 is the structural representation of a kind of microkinetic of the utility model rural area decentralized type sewage treatment unit.
Among the figure: A-water inlet B-water (flow) direction C-water outlet
1-grille well 2-grid 3-diaphragm 4-hangs combined stuffing
5-hydrolysis acidification pool 6-equalizing tank 7-sewage pump 8-waste pipe
9-ventage 10-biological filter 11-motor 12-turning spurt water device
13-water sprayering hole 14-can hang biomembranous filter packing
15-filtrate 16-artificial swamp matrix 17-underflow type artificial wet land 18-wet well
Embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
As shown in Figure 1, a kind of microkinetic of the utility model rural area decentralized type sewage treatment unit, it comprises grille well 1, hydrolysis acidification pool 5, equalizing tank 6, biological filter 10 and the underflow type artificial wet land 17 that order is connected; Grid 2 is set in the grille well 1, and sewage inlet A is located at the grille well middle part in grid the place ahead; The grille well outlet that is located at the grid rear is communicated with the entrance on hydrolysis acidification pool top; The hydrolysis acidification pool ingress is provided with diaphragm 3; Be provided with many strings in the hydrolysis acidification pool 5 and hang combined stuffing 4; The outlet on hydrolysis acidification pool top is communicated with the entrance on equalizing tank top; Equalizing tank 6 bottoms are provided with sewage pump 7; In the biological filter 10 fillings can hang biomembranous filter packing 14(pebbles, gravel, light porous ceramics filling etc.), one translator, 11 rotatable rotary water distributors 12 are arranged at the top, biological filter, be distributed with many water sprayering holes 13 on the turning spurt water device, the bottom, biological filter is provided with ventage 9; Sewage pump 7 outlets are communicated with the turning spurt water device entrance at top, biological filter by a long waste pipe 8; The biological filter lower part outlet is communicated to underflow type artificial wet land bottom entrance with pipeline; Underflow type artificial wet land 17 front area filling filtrate 15(quartz sands, gravel etc.), central region filling artificial swamp matrix 16, artificial swamp matrix 16 bottoms are filtrate (pebbles, gravel etc.), and top is earth, planted waterplant on the earth, Background Region is wet well 18; Water outlet C is arranged on wet well top.
Operational process and the principle of work of this device are as follows:
The former water of sewage enters grid, by grid large-sized foreign material such as the various fibers in the sewage, slag thing, waste paper is tackled outside system, in order to avoid stop up and influence the processing of later stage wastewater treatment facility, regularly the grid slag is cleaned out.Enter hydrolysis acidification pool then, sewage stopped 2～4 hours, hydrolysis acidification pool is established the suspension combined stuffing, anerobe is attached on the filler, particulate matter, colloidalmaterial and flocs unit in the water inlet are held back rapidly and adsorbed, and change the organism of difficult for biological degradation in the sewage organism of readily biodegradable into, and improve the biodegradability of sewage, be beneficial to follow-up aerobic treatment.The hydrolysis acidification pool ingress arranges diaphragm, so that sewage enters from the hydrolysis acidification pool bottom, prevents the short stream of sewage, makes the better effect of suspension combined stuffing performance in the hydrolysis acidification pool.
Enter equalizing tank then, with the buffering water yield, evenly water quality is avoided impact load to the influence of follow-up biochemical treatment, and sewage is transported to the biological filter uniformly.Be sprayed at sewage on the filter packing equably by the turning spurt water device on the biological filter, filter packing adopts pebbles, gravel, porous ceramic grain etc., microbial film with filter packing and growth attached to it is treatment media, give full play to physical and chemical adsorption effect and the interior biological multistage predation of reactor of biological metabolism effect, physical filtering effect, film and filler, the realization pollutent is removed in same unitary reactor.The filter tank divides into ventilation opening, gives the microbial film oxygen supply by natural ventilation.
Enter underflow type artificial wet land through the sewage after the processing of filter tank, mainly utilize physics, chemistry, the biological triple synergies of soil, artificial dielectric, plant, microorganism, sewage is carried out denitrogenation dephosphorizing, biological degradation and filtration treatment, make water outlet up to standard.
The technical scheme of a kind of microkinetic of the utility model rural area decentralized type sewage treatment unit is not limited to above-described embodiment scope of disclosure, those skilled in the art are according to the embodiment of present embodiment, in conjunction with other replacement embodiment that common practise is made, also belong to the scope of technical solutions of the utility model.
Claims (3)
1. a microkinetic rural area decentralized type sewage treatment unit is characterized in that, it comprises grille well, hydrolysis acidification pool, equalizing tank, biological filter and the underflow type artificial wet land that order is connected; Grid is set in the grille well, and sewage inlet is located at the grille well middle part in grid the place ahead; The grille well outlet that is located at the grid rear is communicated with the entrance on hydrolysis acidification pool top; The hydrolysis acidification pool ingress is provided with diaphragm; Be provided with many strings in the hydrolysis acidification pool and hang combined stuffing; The outlet on hydrolysis acidification pool top is communicated with the entrance on equalizing tank top; The equalizing tank bottom is provided with sewage pump; Filling can be hung biomembranous filter packing in the biological filter, and a translator rotatable rotary water distributor is arranged at the top, biological filter, is distributed with many water sprayering holes on the turning spurt water device, and the bottom, biological filter is provided with ventilating pit; The sewage pump outlet is communicated with the turning spurt water device entrance at top, biological filter by waste pipe; The biological filter lower part outlet is communicated to underflow type artificial wet land bottom entrance with pipeline; Water outlet is located at the wet well top, rear portion of underflow type artificial wet land.
2. microkinetic according to claim 1 rural area decentralized type sewage treatment unit is characterized in that, described to hang biomembranous filter packing be pebbles, gravel or light porous ceramics filling.
3. microkinetic according to claim 1 and 2 rural area decentralized type sewage treatment unit, it is characterized in that, described underflow type artificial wet land front area filling quartz sand or gravel, central region filling artificial swamp matrix, artificial swamp matrix bottom is pebbles or gravel, top is earth, has planted waterplant on the earth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320230121 CN203212438U (en) | 2013-04-28 | 2013-04-28 | Micro-power countryside decentralized-type sewage treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320230121 CN203212438U (en) | 2013-04-28 | 2013-04-28 | Micro-power countryside decentralized-type sewage treatment device |
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| Publication Number | Publication Date |
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| CN203212438U true CN203212438U (en) | 2013-09-25 |
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| CN 201320230121 Expired - Fee Related CN203212438U (en) | 2013-04-28 | 2013-04-28 | Micro-power countryside decentralized-type sewage treatment device |
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Cited By (21)
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| CN103964648A (en) * | 2014-05-16 | 2014-08-06 | 成都纺织高等专科学校 | Integrated ecological landscape device using domestic sewage and running water circulation method |
| CN103979680A (en) * | 2014-06-06 | 2014-08-13 | 中国科学院城市环境研究所 | Biochemical pretreatment device with water quality and water quantity regulation function |
| CN104150706A (en) * | 2014-07-25 | 2014-11-19 | 席北斗 | Device and method for purifying sewage by utilizing slow infiltration system and unpowered rotating biological contactor |
| CN104150702A (en) * | 2014-07-25 | 2014-11-19 | 中国环境科学研究院 | Reclaimed water reusing device for purifying sewage by utilizing vertical subsurface flow constructed wetland and treatment method |
| CN104326555A (en) * | 2014-11-06 | 2015-02-04 | 东北大学 | Northern rural domestic wastewater composite treatment system and northern rural domestic wastewater composite treatment method |
| CN104878690A (en) * | 2014-02-27 | 2015-09-02 | 湖南省交通科学研究院 | Runoff processing and emergency system for bridge floor |
| CN105060609A (en) * | 2015-07-17 | 2015-11-18 | 中国科学院水生生物研究所 | Deep treatment method and device for coalbed methane produced water |
| CN105271556A (en) * | 2015-12-03 | 2016-01-27 | 重庆甘泰环保设备有限公司 | Market-town domestic sewage treatment system |
| CN105601043A (en) * | 2016-01-21 | 2016-05-25 | 四川省蜀通岩土工程公司 | Ecological micro-power treatment system for domestic sewage of villages and towns |
| CN106186566A (en) * | 2016-08-29 | 2016-12-07 | 上海禾元环保集团有限公司 | The advanced sewage treatment system of multi-stage ecological combination |
| CN106186589A (en) * | 2016-09-09 | 2016-12-07 | 河海大学 | A kind of solar rural domestic sewage drips filter processing system and using method thereof |
| CN106915870A (en) * | 2017-03-17 | 2017-07-04 | 江苏德立环保工程股份有限公司 | A kind of rural sewage treatment effluent quality organism early warning system |
| CN108341491A (en) * | 2018-03-26 | 2018-07-31 | 浙江灵通道路设施股份有限公司 | A kind of binary pot type bacteria bed |
| CN108439720A (en) * | 2018-05-09 | 2018-08-24 | 河池学院 | A kind of rural sewage treatment and early warning system |
| CN108715506A (en) * | 2018-08-06 | 2018-10-30 | 浙江鸿鹄环境工程有限公司 | A kind of 3D high-performance bios reaction system |
| CN110981105A (en) * | 2019-12-25 | 2020-04-10 | 甘肃昊宇环保科技有限公司 | Combined rural domestic sewage treatment system |
| CN111018233A (en) * | 2019-11-15 | 2020-04-17 | 南京路通工程科技有限公司 | A Constructed Wetland Purification System for Treating Rural Domestic Sewage |
| CN111170561A (en) * | 2020-01-09 | 2020-05-19 | 江西盖亚环保科技有限公司 | Unpowered treatment device for domestic sewage of scattered households |
| CN112979077A (en) * | 2021-03-01 | 2021-06-18 | 福建工程学院 | Village-house-attached low-power tower type biological filter |
| CN114988636A (en) * | 2022-05-17 | 2022-09-02 | 诚邦生态环境股份有限公司 | Rural domestic sewage treatment device based on cellar type stabilization tank |
| CN115304151A (en) * | 2022-07-21 | 2022-11-08 | 中冶南方都市环保工程技术股份有限公司 | A rural domestic sewage treatment and resource utilization system containing a small amount of aquaculture wastewater |
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- 2013-04-28 CN CN 201320230121 patent/CN203212438U/en not_active Expired - Fee Related
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| CN104878690A (en) * | 2014-02-27 | 2015-09-02 | 湖南省交通科学研究院 | Runoff processing and emergency system for bridge floor |
| CN103964648A (en) * | 2014-05-16 | 2014-08-06 | 成都纺织高等专科学校 | Integrated ecological landscape device using domestic sewage and running water circulation method |
| CN103979680A (en) * | 2014-06-06 | 2014-08-13 | 中国科学院城市环境研究所 | Biochemical pretreatment device with water quality and water quantity regulation function |
| CN104150706B (en) * | 2014-07-25 | 2016-01-20 | 席北斗 | Slowly system unpowered biological rotating disk water purifying device and method is oozed |
| CN104150706A (en) * | 2014-07-25 | 2014-11-19 | 席北斗 | Device and method for purifying sewage by utilizing slow infiltration system and unpowered rotating biological contactor |
| CN104150702A (en) * | 2014-07-25 | 2014-11-19 | 中国环境科学研究院 | Reclaimed water reusing device for purifying sewage by utilizing vertical subsurface flow constructed wetland and treatment method |
| CN104150702B (en) * | 2014-07-25 | 2015-11-18 | 中国环境科学研究院 | Vertical subsurface flow wetland is purified waste water Treated sewage reusing device and treatment process |
| CN104326555A (en) * | 2014-11-06 | 2015-02-04 | 东北大学 | Northern rural domestic wastewater composite treatment system and northern rural domestic wastewater composite treatment method |
| CN105060609A (en) * | 2015-07-17 | 2015-11-18 | 中国科学院水生生物研究所 | Deep treatment method and device for coalbed methane produced water |
| CN105060609B (en) * | 2015-07-17 | 2017-07-07 | 中国科学院水生生物研究所 | A kind of method and device of coal bed gas product water depth treatment |
| CN105271556A (en) * | 2015-12-03 | 2016-01-27 | 重庆甘泰环保设备有限公司 | Market-town domestic sewage treatment system |
| CN105601043A (en) * | 2016-01-21 | 2016-05-25 | 四川省蜀通岩土工程公司 | Ecological micro-power treatment system for domestic sewage of villages and towns |
| CN106186566A (en) * | 2016-08-29 | 2016-12-07 | 上海禾元环保集团有限公司 | The advanced sewage treatment system of multi-stage ecological combination |
| CN106186589A (en) * | 2016-09-09 | 2016-12-07 | 河海大学 | A kind of solar rural domestic sewage drips filter processing system and using method thereof |
| CN106915870A (en) * | 2017-03-17 | 2017-07-04 | 江苏德立环保工程股份有限公司 | A kind of rural sewage treatment effluent quality organism early warning system |
| CN108341491A (en) * | 2018-03-26 | 2018-07-31 | 浙江灵通道路设施股份有限公司 | A kind of binary pot type bacteria bed |
| CN108439720A (en) * | 2018-05-09 | 2018-08-24 | 河池学院 | A kind of rural sewage treatment and early warning system |
| CN108715506A (en) * | 2018-08-06 | 2018-10-30 | 浙江鸿鹄环境工程有限公司 | A kind of 3D high-performance bios reaction system |
| CN111018233A (en) * | 2019-11-15 | 2020-04-17 | 南京路通工程科技有限公司 | A Constructed Wetland Purification System for Treating Rural Domestic Sewage |
| CN110981105A (en) * | 2019-12-25 | 2020-04-10 | 甘肃昊宇环保科技有限公司 | Combined rural domestic sewage treatment system |
| CN111170561A (en) * | 2020-01-09 | 2020-05-19 | 江西盖亚环保科技有限公司 | Unpowered treatment device for domestic sewage of scattered households |
| CN112979077A (en) * | 2021-03-01 | 2021-06-18 | 福建工程学院 | Village-house-attached low-power tower type biological filter |
| CN112979077B (en) * | 2021-03-01 | 2022-11-18 | 福建工程学院 | Village-house-attached low-power tower type biological filter |
| CN114988636A (en) * | 2022-05-17 | 2022-09-02 | 诚邦生态环境股份有限公司 | Rural domestic sewage treatment device based on cellar type stabilization tank |
| CN114988636B (en) * | 2022-05-17 | 2023-09-19 | 诚邦生态环境股份有限公司 | Rural domestic sewage treatment device based on cellar type stabilizing tank |
| CN115304151A (en) * | 2022-07-21 | 2022-11-08 | 中冶南方都市环保工程技术股份有限公司 | A rural domestic sewage treatment and resource utilization system containing a small amount of aquaculture wastewater |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20190527 Address after: Room 34272, Building 3, 1800, Panyuan Road, Changxing Town, Chongming District, Shanghai (Shanghai Tai and Economic Development Zone) Patentee after: Shanghai Tonglan Ecological Environment Technology Co.,Ltd. Address before: 210E, 1121 Zhongshan North Second Road, Yangpu District, Shanghai 200092 Patentee before: SHANGHAI HUALIZHEN ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130925 |
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| CF01 | Termination of patent right due to non-payment of annual fee |