CN106242172A - A kind of plateau water purification system - Google Patents

A kind of plateau water purification system Download PDF

Info

Publication number
CN106242172A
CN106242172A CN201610717088.8A CN201610717088A CN106242172A CN 106242172 A CN106242172 A CN 106242172A CN 201610717088 A CN201610717088 A CN 201610717088A CN 106242172 A CN106242172 A CN 106242172A
Authority
CN
China
Prior art keywords
pond
water
purifying
primary
secondary purification
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.)
Pending
Application number
CN201610717088.8A
Other languages
Chinese (zh)
Inventor
陈潜
马林
马举雄
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.)
Take Yunnan Ecological Environment Technology Co Ltd
Original Assignee
Take Yunnan Ecological Environment Technology 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 Take Yunnan Ecological Environment Technology Co Ltd filed Critical Take Yunnan Ecological Environment Technology Co Ltd
Priority to CN201610717088.8A priority Critical patent/CN106242172A/en
Publication of CN106242172A publication Critical patent/CN106242172A/en
Pending legal-status Critical Current

Links

Classifications

    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00—Multistage treatment of water, waste water or sewage
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/28—Treatment of water, waste water, or sewage by sorption
    • C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/46104—Devices therefor; Their operating or servicing
    • C02F1/46176—Galvanic cells
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56—Macromolecular compounds
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C02F1/722—Oxidation by peroxides
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C02F1/76—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
    • C02F1/763—Devices for the addition of such compounds in gaseous form
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/02—Non-contaminated water, e.g. for industrial water supply
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Water Treatment By Sorption (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

The invention discloses a kind of plateau water purification system, including primary purifying pond, secondary purification pond, distribution well, high density settling zone, ozone contact tank, primary filter pond, second cleaner, activated carbon filter and clear water reserviors, described primary purifying pond, secondary purification pond, distribution well, high density settling zone, ozone contact tank, primary filter pond, second cleaner, activated carbon filter and clear water reserviors are sequentially connected with, high density settling zone includes mixing pit, flocculation basin and the sedimentation tank being sequentially connected with, and is provided with drainage tube between primary purifying pond and secondary purification pond.Water quality after the present invention processes is improved, CODMn, NH in water3N reduces, good mouthfeel, colourity is little, nuisance in water can effectively be purified, help to prevent all kinds of diseases caused because water quality is unclean, making the water after purification can meet life to drink and industrial needs, water quality will not be caused secondary pollution by the material related in system, has safety and sanitation, the advantage such as easy to use.

Description

A kind of plateau water purification system
Technical field
The present invention relates to a kind of water purification system, specifically a kind of plateau water purification system.
Background technology
All the time, drinking water is all the focus of people.Oneself is the tightest through being in one for the water pollution problems of China The situation of weight, the data of Chinese environmental quality publication announcement in 2008 show, whole nation surface water pollution is the most serious.Seven big water systems Water quality is generally intermediate pollution, and the section of uncomfortable cooperation drinking water source is own close to 40%, and wherein Basin of Huaihe River and Dian Chi are the tightest Weight.Industrial more flourishing section, cities and towns is polluted prominent, and in section, city the discomfort cooperation drinking water source, section of 78%；Urban Underground Water 50% is contaminated, and water pollutes the contradiction exacerbating China's shortage of water resources, and industrial and agricultural production and people's lives are caused danger Evil.If not solving, visible, the problem that water pollutes, if things go on like this, the available water resource of contemporary people is the most less, has arrived time A generation, it will without available water.
Further, in the end of the year 2006, China has issued new edition " drinking water sanitary standard ", new edition " Drinking Water health Standard " Indicator for Drinking Water Quality increased to 106 by the 35 of primary standard, implemented in full from 1 day July in 2012.New standard Enforcement be to improve water supply quality comprehensively, improve the important leverage of Drinking Water for Residents quality.
As having the country of most peasant's population in the world, solving drinking water problem is the big of China New Countryside Construction Problem.And in the small towns that China's water resources shortage, infrastructure fall behind and rural area, safe drinking water is difficult to ensure.In rural area The still subsoil water that common people drink, and most area subsoil water generally also exists serious ferrimanganic and other heavy metal pollutions, Especially area, plateau, due to protected from environmental, and a part of water works is simple and crude, the aging damaged speed of substandard, facility Hurry up, the heavy metals such as the simplest extraction carries subsoil water, is not acted upon, ferrimanganic still exceed standard, and traditional manganese sand processes Technique can only process low concentration ferrimanganic and exceed standard water, and high concentration is difficult to thoroughly process, and these drinking water problems puzzlement people use water Safety, endangers the health of the vast rural area common people.
Although proposing more water purification system at present, but limit for area, plateau limitation, the effect of purification It it not the most special ideal.
Summary of the invention
It is an object of the invention to provide a kind of simple in construction, drinking water quality purifying system with low cost, to solve The problem proposed in above-mentioned background technology.
For achieving the above object, the present invention provides following technical scheme:
A kind of plateau water purification system, including primary purifying pond, secondary purification pond, distribution well, high density settling zone, smelly Oxygen contact chamber, primary filter pond, second cleaner, activated carbon filter and clear water reserviors, described primary purifying pond, secondary purification pond, Distribution well, high density settling zone, ozone contact tank, primary filter pond, second cleaner, activated carbon filter and clear water reserviors connect successively Connecing, described high density settling zone includes mixing pit, flocculation basin and the sedimentation tank being sequentially connected with, the input of described ozone contact tank Connecting between having ozone to occur, the outfan of described activated carbon filter connects draining regulating reservoir, described high density settling zone defeated Go out to hold connection to have sludge conditioning pond, in the heavy mud input of described draining regulating reservoir to sludge conditioning pond, described sludge conditioning pond Outfan is connected to sludge concentration tank and dump pond, and the outfan of described sludge concentration tank connects de-by storage basin Wetting system, the outfan of described storage basin also connects dump pond, the supernatant in described draining regulating reservoir and sludge concentration tank Liquid all inputs to distribution well；Drainage tube, the one of described drainage tube it is provided with between described primary purifying pond and secondary purification pond End stretches the water inlet in secondary purification pond, and the drainage tube other end stretches the bottom in primary purifying pond, spreads bottom primary purifying pond Being provided with the grains of sand that particle diameter is 0.5-5mm, the upper strata of the grains of sand is equipped with the particle diameter stone more than 5mm, plants and be implanted with pasture and water above stone, The bottom of the through primary water purifying tank in one end of described drainage tube, the upper surface in secondary purification pond is positioned at primary purifying pond bottom level The lower section of position；Purifying layer bottom described secondary purification pond be followed successively by from top to bottom top purifying layer, middle part purifying layer and under Portion's purifying layer, top purifying layer is that particle diameter forms in the coarse sand filling of 0.5-5mm, and middle part purifying layer is 0.25-2mm's by particle diameter The mixing of medium sand coarse sand is filled, and bottom purifying layer is mixed by the fine sand medium sand that particle diameter is 0.05-0.5mm, described secondary purification Pond connects distribution well by outlet pipe, and one end of described outlet pipe is through and the bottom in secondary purification pond stretching at bottom purifying layer Bottom, the upper surface of distribution well is positioned at the lower section of bottom level position, secondary purification pond, and outlet pipe is divided into the first water after drawing Pipe and the second water pipe, the first water pipe, the second water pipe and drainage tube are respectively arranged with check valve, and the first water pipe is stretched at distribution well Water inlet.
As the further scheme of the present invention: the input of described distribution well is also associated with chlorination system and medicine adds and is System.
As the further scheme of the present invention: the input of described high density settling zone be also associated with PAC dosing system, PAM dosing system and hydrogen peroxide dosing system.
As the further scheme of the present invention: the input of described clear water reserviors is also associated with chlorination system.
As the further scheme of the present invention: the input of described sludge concentration tank and the input of dehydration equipment are also connected with There is PAM dosing system.
As the further scheme of the present invention: the described primary built-in material of filter device includes ultrafilter membrane, and its aperture is not more than nm。
As the further scheme of the present invention: the built-in net of described second cleaner, in net, there is ormolu filtrate Granule.
As the further scheme of the present invention: described ozone contact tank sealed Rectangular Concrete pond, its internal setting Training wall, top arranges some set tail gas and destroys equipment, is additionally provided with some two-way exhale on the top board of described ozone contact tank Inhale valve.
As the present invention further scheme: described activated carbon filter is enclosed construction, its top board is provided with maintenance Hole.
Compared with prior art, the invention has the beneficial effects as follows:
Water quality after the present invention processes has obtained universal raising, CODMn, NH in water3-N reduces, good mouthfeel, Colourity is little, and the nuisance in water can effectively be purified, and helps to prevent all kinds of diseases caused because water quality is unclean, after making purification Water can meet life and drink and industrial needs, water quality will not be caused secondary pollution by the material related in system, tool There are safety and sanitation, the advantage such as easy to use.
Accompanying drawing explanation
Fig. 1 is the structural schematic block diagram of the present invention.
Fig. 2 is primary purifying pond and the connection diagram in secondary purification pond in the present invention.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the technical scheme of this patent is described in more detail.
Refer to Fig. 1-2, a kind of plateau water purification system, including primary purifying pond 1, secondary purification pond 2, distribution well 3, High density settling zone 4, ozone contact tank 5, primary filter pond 7, second cleaner 8, activated carbon filter 6 and clear water reserviors 9, described at the beginning of Level clarifier-tank 1, secondary purification pond 2, distribution well 3, high density settling zone 4, ozone contact tank 5, primary filter pond 7, secondary purification Device 8, activated carbon filter 6 and clear water reserviors 9 are sequentially connected with, and the input of described distribution well 3 is also associated with chlorination system 10 and medicine Dosing system 11, the input of described high density settling zone 4 is also associated with PAC dosing system 12, PAM dosing system 13 and dioxygen Water dosing system 14, described high density settling zone 4 includes mixing pit 15, flocculation basin 16 and the sedimentation tank 17 being sequentially connected with, described The input of ozone contact tank 5 connect have ozone to occur between 18, the input of described clear water reserviors 9 is also associated with chlorination system 10, The outfan of described activated carbon filter 6 connects draining regulating reservoir 19, and the outfan of described high density settling zone 4 connects mud Regulating reservoir 20, in the heavy mud input of described draining regulating reservoir 19 to sludge conditioning pond 20, the outfan in described sludge conditioning pond 20 Being connected to sludge concentration tank 21 and dump pond 22, the outfan of described sludge concentration tank 21 is connected by storage basin 23 Dehydration equipment 24, the outfan of described storage basin 23 also connects dump pond 22, described draining regulating reservoir 19 and sludge condensation Supernatant in pond 21 all inputs to distribution well 3, the input of described sludge concentration tank 21 and the input of dehydration equipment 24 It is also associated with PAM dosing system 13；Drainage tube 25, described drain it is provided with between described primary purifying pond 1 and secondary purification pond 2 The water inlet in secondary purification pond 2 is stretched in one end of pipe 25, and drainage tube 25 other end is stretched in the bottom in primary purifying pond 1, primary Being equipped with the grains of sand 26 that particle diameter is 0.5-5mm bottom clarifier-tank 1, the upper strata of the grains of sand 26 is equipped with the particle diameter stone 27 more than 5mm, Plant above stone 27 and be implanted with pasture and water 28, the bottom of the through primary water purifying tank 1 in one end of described drainage tube 25, secondary purification pond upper End face is positioned at the lower section of bottom level position, primary purifying pond 1；Purifying layer bottom described secondary purification pond 2 is the most successively For top purifying layer 29, middle part purifying layer 30 and bottom purifying layer 31, top purifying layer 29 is that particle diameter is filled out at the coarse sand of 0.5-5mm Filling and form, middle part purifying layer 30 is filled by the medium sand coarse sand mixing that particle diameter is 0.25-2mm, and bottom purifying layer 31 by particle diameter is The fine sand medium sand of 0.05-0.5mm mixes, and the thickness of top purifying layer 29 is the 1/5-1/ of the total height in secondary purification pond 2 3, the thickness of middle part purifying layer 30 is the 1/5-1/4 of secondary purification pond 2 total height, and the thickness of bottom purifying layer 31 is secondary purification The 1/3 of the total height in pond 2, topmost rest is connected by outlet pipe 32 as interim water-retention use, described secondary purification pond 2 Distribution well 3, one end of described outlet pipe 32 is through and the bottom in secondary purification pond 2 stretch in the bottom of bottom purifying layer 31, joins The upper surface of well 3 is positioned at the lower section of bottom level position, secondary purification pond, and outlet pipe 32 is divided into the first water pipe 33 He after drawing Second water pipe 34, first water pipe the 33, second water pipe 34 and drainage tube 25 are respectively arranged with check valve 35, and the first water pipe 33 is stretched The water inlet of distribution well 3；
The described primary built-in material of filter device 7 includes ultrafilter membrane, and its aperture is not more than 10nm, in described second cleaner 8 Put a net, in net, have ormolu filtering material particle.
Described ozone contact tank 5 sealed Rectangular Concrete pond, arranges training wall inside it, use aeration plate gas distribution side Formula, top arrange some set tail gas destroy equipment, by be located at top exhaust collection pipe collect after, in tail gas destruction equipment Heat resolve is oxygen, then discharges, for occurring negative pressure or overvoltage in preventing ozone contact tank, at described ozone contact tank 5 Some bi-directional breather valves it are additionally provided with on top board；Described activated carbon filter 6 is enclosed construction, and its top board is provided with manhole.
Described drinking water quality purifying system in use, after former water primary purifying pond 1, secondary purification pond 2 purify, then leads to Cross and use the disinfection by chlorine of chlorination system to arrive distribution well 3, carry out coagulating treatment, at coagulation subsequently into high density settling zone 4 Reason includes the process that water mixes with coagulant (PAC and PAM), flocculate and precipitates, and the supernatant of high density settling zone 4 enters ozone Contact chamber 5, ozone is carried out some Organic substance of oxidation removal, then uses PAC to carry out secondary flocculation, then uses activated carbon Carry out adsorption treatment, filtration；Water after above-mentioned process carries out chlorination again, reaches clear water reserviors 9；High density settling zone 4 Granule in water is sunken at the bottom of pond, and mud is constantly piled up and concentrates entrance sludge conditioning pond 20, then throws in sludge concentration tank 21 Enter PAM and carry out concentration, subsequently into storage basin 23, be dehydrated up to standard, by mud cake transport outward, before dehydration also need add PAM, then Secondary flocculate into bigger granule, be beneficial to dehydration；When there is burst organic contamination in former water, use emergent add thing (potassium permanganate, Activated carbon, sulphuric acid or sodium hydroxide) in former water, carry out pretreatment, additionally, high density settling zone 4 adds hydrogen peroxide in order to remove Water Pesticides is smelt with other, taste compound；The tap water processed enters primary filter device 7, primary filter by water inlet The diameter impurity more than 10nm can be effectively isolated by the ultrafilter membrane in device 7, and the water after preliminary treatment is through second cleaner 8 Time, the heavy metal in tap water and chlorine can effectively be removed by Copper-zinc alloy material, simultaneously because being placed in net, decrease copper zinc Coming off of granule, pre-blockage resisting, the impurity entered in the tap water of activated carbon filter 6 purifying step has greatly reduced, permissible Extend the use cycle of activated carbon, reduce the replacing number of times of activated carbon, facilitate operation and maintenance.
Water quality after the present invention processes has obtained universal raising, CODMn, NH in water3-N reduces, good mouthfeel, Colourity is little, and the nuisance in water can effectively be purified, and helps to prevent all kinds of diseases caused because water quality is unclean, after making purification Water can meet life and drink and industrial needs, water quality will not be caused secondary pollution by the material related in system, tool There are safety and sanitation, the advantage such as easy to use.
Above the better embodiment of this patent is explained in detail, but this patent is not limited to above-mentioned embodiment party Formula, in the ken that one skilled in the relevant art is possessed, it is also possible on the premise of without departing from this patent objective Various changes can be made.

Claims (9)

1. a plateau water purification system, it is characterised in that include primary purifying pond (1), secondary purification pond (2), distribution well (3), high density settling zone (4), ozone contact tank (5), primary filter pond (7), second cleaner (8), activated carbon filter (6) and Clear water reserviors (9), described primary purifying pond (1), secondary purification pond (2), distribution well (3), high density settling zone (4), ozone contact Pond (5), primary filter pond (7), second cleaner (8), activated carbon filter (6) and clear water reserviors (9) are sequentially connected with, described high density Settling zone (4) includes mixing pit (15), flocculation basin (16) and the sedimentation tank (17) being sequentially connected with, described ozone contact tank (5) Input connects to be had between ozone generation (18), and the outfan of described activated carbon filter (6) connects draining regulating reservoir (19), described The outfan of high density settling zone (4) connects sludge conditioning pond (20), and the heavy mud input of described draining regulating reservoir (19) is to dirty In mud regulating reservoir (20), the outfan of described sludge conditioning pond (20) is connected to sludge concentration tank (21) and dump pond (22), the outfan of described sludge concentration tank (21) connects dehydration equipment (24), described storage basin (23) by storage basin (23) Outfan also connect dump pond (22), the supernatant in described draining regulating reservoir (19) and sludge concentration tank (21) is the most defeated Enter to distribution well (3)；It is provided with drainage tube (25), described drain between described primary purifying pond (1) and secondary purification pond (2) The water inlet in secondary purification pond (2) is stretched in one end of pipe (25), and drainage tube (25) other end stretches the end in primary purifying pond (1) Portion, primary purifying pond (1) bottom is equipped with the grains of sand (26) that particle diameter is 0.5-5mm, and it is big that the upper strata of the grains of sand (26) is equipped with particle diameter In the stone (27) of 5mm, stone (27) top is planted and is implanted with pasture and water (28), the through primary water purifying tank in one end of described drainage tube (25) (1) bottom, the upper surface in secondary purification pond is positioned at the lower section of primary purifying pond (1) bottom level position；Described secondary purification The purifying layer of bottom, pond (2) is followed successively by top purifying layer (29), middle part purifying layer (30) and bottom purifying layer (31) from top to bottom, Top purifying layer (29) is that particle diameter forms in the coarse sand filling of 0.5-5mm, and middle part purifying layer (30) is 0.25-2mm's by particle diameter The mixing of medium sand coarse sand is filled, and bottom purifying layer (31) is mixed by the fine sand medium sand that particle diameter is 0.05-0.5mm, described two grades Clarifier-tank (2) by outlet pipe (32) connect distribution well (3), one end of described outlet pipe (32) through and secondary purification pond (2) Bottom and stretch in the bottom of bottom purifying layer (31), the upper surface of distribution well (3) is positioned at bottom level position, secondary purification pond Lower section, outlet pipe (32) draw after be divided into the first water pipe (33) and the second water pipe (34), the first water pipe (33), the second water pipe (34) and be respectively arranged with check valve (35) on drainage tube (25), the water inlet in distribution well (3) stretched by the first water pipe (33).
Drinking water quality purifying system the most according to claim 1, it is characterised in that the input of described distribution well (3) It is also associated with chlorination system (10) and medicine dosing system (11).
Drinking water quality purifying system the most according to claim 1, it is characterised in that described high density settling zone (4) Input is also associated with PAC dosing system (12), PAM dosing system (13) and hydrogen peroxide dosing system (14).
Drinking water quality purifying system the most according to claim 1, it is characterised in that the input of described clear water reserviors (9) It is also associated with chlorination system (10).
Drinking water quality purifying system the most according to claim 1, it is characterised in that described sludge concentration tank (21) defeated The input entering end and dehydration equipment (24) is also associated with PAM dosing system (13).
Drinking water quality purifying system the most according to claim 1, it is characterised in that described primary filter device (7) is built-in Material includes ultrafilter membrane, and its aperture is not more than (10) nm.
Drinking water quality purifying system the most according to claim 1, it is characterised in that described second cleaner (8) is built-in One net, has ormolu filtering material particle in net.
Drinking water quality purifying system the most according to claim 1, it is characterised in that described ozone contact tank (5) seals Formula Rectangular Concrete pond, arranges training wall inside it, top arranges some set tail gas and destroys equipment, at described ozone contact tank (5) some bi-directional breather valves it are additionally provided with on top board.
Drinking water quality purifying system the most according to claim 1, it is characterised in that described activated carbon filter (6) is envelope Closed type structure, its top board is provided with manhole.
CN201610717088.8A 2016-08-24 2016-08-24 A kind of plateau water purification system Pending CN106242172A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610717088.8A CN106242172A (en) 2016-08-24 2016-08-24 A kind of plateau water purification system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610717088.8A CN106242172A (en) 2016-08-24 2016-08-24 A kind of plateau water purification system

Publications (1)

Publication Number Publication Date
CN106242172A true CN106242172A (en) 2016-12-21

Family

ID=57594675

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610717088.8A Pending CN106242172A (en) 2016-08-24 2016-08-24 A kind of plateau water purification system

Country Status (1)

Country Link
CN (1) CN106242172A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103663753A (en) * 2012-09-20 2014-03-26 天津滨投投资咨询有限公司 Water purification treatment device
CN104445826A (en) * 2014-12-15 2015-03-25 贵州师范大学 Water purification system for karst region
CN204874123U (en) * 2015-07-22 2015-12-16 济南市市政工程设计研究院（集团）有限责任公司 Quality of water clean system

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103663753A (en) * 2012-09-20 2014-03-26 天津滨投投资咨询有限公司 Water purification treatment device
CN104445826A (en) * 2014-12-15 2015-03-25 贵州师范大学 Water purification system for karst region
CN204874123U (en) * 2015-07-22 2015-12-16 济南市市政工程设计研究院（集团）有限责任公司 Quality of water clean system

Similar Documents

Publication Publication Date Title
CN201454180U (en) Filter for removing arsenic and fluorine
CN204874123U (en) Quality of water clean system
CN108046517A (en) A kind of domestic sewage processing system and its technique
CN207243564U (en) A kind of efficiently A2O waste water control integration apparatus
CN202007172U (en) Front mid-dual-tank mechanical filter
CN105502748A (en) Integrated sewage treatment method
CN201495147U (en) Two-stage integrated multi-medium rapid-filtration water purifier
CN201473400U (en) Filter used by group and for removing arsenic, fluoride, iron and manganese
CN108689509A (en) Refuse transfer station percolate and membranous system concentrate deep purifying device
CN201485315U (en) Classified sewage discharging and quality separated water drawing water-cleaner
CN106242172A (en) A kind of plateau water purification system
CN106630386A (en) Dual municipal wastewater recycling device
CN105251251A (en) Filter with arsenic removal and fluoride removal functions and manufacturing method
CN201626894U (en) Urban and rural household grade-based pollution discharging and quality-based water taking central water purifier
CN106927621A (en) A kind of sanitary sewage disposal detection means
CN201686565U (en) Pressure-storing type integrated pollution discharge activated carbon purifier
CN205907144U (en) Industrial sewage treatment system
CN205556308U (en) Domestic water environmental protection cyclic utilization device
CN209352718U (en) A kind of town and country sewage treatment integrated equipment
CN201817353U (en) Pressure storage type back-flushing, blow-off and double-tank multi-media anti-bacterial scale-restraining water purifier
CN201520694U (en) Multifunctional water purifier for removing ferrimanganic, arsenic and fluoride
CN105174592A (en) Production method of multi-medium antibacterial and scale-restraining water purifier provided with two tanks
CN201626899U (en) Urban and rural household magnetic mineralization and reverse osmosis water purifier
CN201932967U (en) Urban-rural household integration tap water purifier
CN213266136U (en) Urban ecological environment protection device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20161221