CN108558002A - The reverse circulation ecological purification pool - Google Patents

The reverse circulation ecological purification pool Download PDF

Info

Publication number
CN108558002A
CN108558002A CN201810047247.7A CN201810047247A CN108558002A CN 108558002 A CN108558002 A CN 108558002A CN 201810047247 A CN201810047247 A CN 201810047247A CN 108558002 A CN108558002 A CN 108558002A
Authority
CN
China
Prior art keywords
water
aerobic
zone
reverse circulation
area
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
CN201810047247.7A
Other languages
Chinese (zh)
Inventor
柏斌
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.)
Hainan Tianhong Municipal Tsukito Design Inc
Original Assignee
Hainan Tianhong Municipal Tsukito Design Inc
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 Hainan Tianhong Municipal Tsukito Design Inc filed Critical Hainan Tianhong Municipal Tsukito Design Inc
Priority to CN201810047247.7A priority Critical patent/CN108558002A/en
Publication of CN108558002A publication Critical patent/CN108558002A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/302Nitrification and denitrification treatment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • C02F3/322Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/007Contaminated open waterways, rivers, lakes or ponds

Abstract

The invention discloses a kind of reverse circulation ecological purification pools, in the waters of required processing, waters are divided into three regions successively by the purse seine vertical with water (flow) direction, is followed successively by anaerobic zone, aerobic area and aerobic zone;It is provided with the return water facility by water reverse circulation to anaerobic zone and aerobic area in aerobic zone, completes nitrification in aerobic area, is NO by Ammonia Nitrification2 With NO3 , anti-nitration reaction is completed by NO in anaerobic zone2 With NO3 It is reduced to nitrogen N2, complete water body denitrification;Emergent aquactic plant kind is implanted in anaerobic zone, the concentration of dissolved oxygen is less than or equal to 0.1mg/L;The dissolved oxygen concentration of aerobic area is 0.5mg/L;Aerobic zone has physical cleaning function, chemical cleaning method function, biochemistry purification function and ecological purification function concurrently, carbonaceous organic material can be degraded to H2O and CO2, itrogenous organic substance is degraded to NH3- N, and settle dephosphorization.The concentration of aerobic zone dissolved oxygen maintains 4mg/L or more.The present invention can be by black and odorous water or bad V classes water remediation to III class of the surface water even II class water standard.

Description

The reverse circulation ecological purification pool
Technical field
The present invention relates to a kind of sewage disposal technologies, especially a kind of reverse circulation ecological purification pool.
Background technology
China city, town, rural area, in the prevalence of contaminated lake pond, water quality much belongs to bad V class even Black and odorous water, fly, mosquito multiply, and eutrophication is serious, bogginess accelerates, and damages ecological environment and living conditions.
The recovery technique used at present is roughly divided into following 4 class:
1. ecological reestablishment i.e. kind of planting submerged plant, emergent aquactic plant or floating plant.
2. retaining the pollution sources such as point source, face source.
3. extraction section polluted-water, after materializing strategy, feedback water body is diluted.
4. periodically displacement polluted water.
Above-mentioned 4 class recovery technique, or rest on the lab scale stage be difficult to large area productivity implementation;Or effect is difficult to tie up for a long time It holds;Or the larger cost of investment is higher;Or object of transferring the pollution.
Invention content
The purpose of the present invention is to overcome above-mentioned the deficiencies in the prior art, provide a kind of reverse circulation ecological purification pool, be somebody's turn to do Purifying pond uses the technology that physical cleaning, physico-chemical purification, ecological purification and biochemical purification are combined, by black and odorous water or Bad V classes water remediation be cleaned into《Environmental quality standards》2002-06-01 surface water, III class even II class water standard.
To achieve the above object, the present invention uses following technical proposals:
A kind of reverse circulation ecological purification pool, in the waters of required processing, by the purse seine vertical with water (flow) direction by waters It is divided into three regions successively, is followed successively by anaerobic zone, aerobic area and aerobic zone;
Emergent aquactic plant water lily kind is implanted in the anaerobic zone, the concentration of dissolved oxygen is less than or equal to 0.1mg/L;
The dissolved oxygen concentration of the aerobic area is 0.5mg/L;
It kind is implanted in the aerobic zone and carbonaceous organic material can be degraded to H2O and CO2, itrogenous organic substance is degraded to NH3- N, and plant Be implanted with using in water body and bed mud nitrogen, phosphorus as nutrition, the submerged plant hydrilla verticillata of growth and breeding, eel grass and along loke shore kind It is implanted with thaliadeabata.The concentration of aerobic zone dissolved oxygen maintains 4mg/L or more.
Trizonal water surface area ratio is:1: 4: 5.7;Water body volumetric ratio is 1: 7: 12.
The purification function of the reverse circulation, by clear water zone(Aerobic zone)Water reverse circulation to anaerobic zone and aerobic area, Reverse circulation flow accounts for the 16~25% of clear water zone volume.Nitrification is completed in aerobic area, is nitrite by Ammonia Nitrification NO2 -With nitrate NO3 -, anti-nitration reaction is completed by NO in anaerobic zone2 -With NO3 -It is reduced to nitrogen N2, achieve the purpose that denitrogenation. Above-mentioned four classes purification function is formed into a complete ecological purification system.Cycle is continued for carbonization, ammonification, nitre back and forth Change, denitrification.
Present invention employs the technology that physical cleaning, physico-chemical purification, ecological purification, biochemical purification system are combined, By black and odorous water or bad V classes water remediation be cleaned into《Environmental quality standards》2002-06-01 surface water, III class even II class Water standard.Achieve significant social benefit, environmental benefit, economic benefit and political benefit.
Description of the drawings
Fig. 1 is the total arrangement schematic diagram of one embodiment of the invention;
Wherein, 1. waters, 2. purse seines, 3. submerged plants, 4. view gallerys, 5. anaerobic zones, 6. aerobic areas, 7. aerobic zones, 8. endure Water plant water lily, 9. thaliadeabatas.
Specific implementation mode
Present invention will be further explained below with reference to the attached drawings and examples.
Structure, ratio, size etc. depicted in this specification institute accompanying drawings, only to coordinate specification it is revealed in Hold, so that those skilled in the art understands and reads, is not limited to the enforceable qualifications of the present invention, therefore does not have skill Essential meaning in art, the modification of any structure, the change of proportionate relationship or the adjustment of size can be produced not influencing the present invention Under raw effect and the purpose that can reach, should all still it fall in the range of disclosed technology contents obtain and can cover. Meanwhile cited such as "upper" in this specification, "lower", "left", "right", " centre " and " one " term, be merely convenient to Narration is illustrated, rather than to limit the scope of the invention, relativeness is altered or modified, without substantive change Under technology contents, when being also considered as the enforceable scope of the present invention.
As shown in Figure 1, the street central park lake in Tunchang county government east side, the total water surface area 15000m in lake2, total water body volume 19370m3.Lake is with 2 lattice of purse seine at three regions.The water surface area ratio in 3rd area is 1: 4: 5.7;Water body volumetric ratio is 1: 7: 12.Lake beginning is anaerobic zone 5, receives contaminated water source(Confluence of rainwater and sewage).Middle part is aerobic area 6, receives anaerobic zone 5 Water.End is aerobic zone(Or clear water zone)7, receive aerobic area water, the water outlet of aerobic zone 7, as purified water can be discharged into Environment, or municipal administration utilize.Plantation detergent power is strong in aerobic zone 7, has the submerged plant 3 of landscape value.It is provided in lake Connect the view gallery 4 of two sides.In aerobic zone, bank plants thaliadeabata 9.
5 water surface area of anaerobic zone is 1400m2, account for the 9.3% of total water surface area;The depth of water is 0.3~1.2m, average 0.75m, water body volume are 1050m3, account for the 5% of total water body volume;0.1~0.4m of silt depth, average 0.25m.Bed mud TP (Total phosphorus)Content is 1.36~2.41g/kg, TN(Total nitrogen)Content is 2.52~5.31g/kg, and emergent aquactic plant water lily is planted by the whole district, It is covered with whole district's water surface.The concentration of 5 dissolved oxygen of anaerobic zone is less than or equal to 0.1mg/L;
The reparation of anaerobic zone 5 and purification function:
5 kinds of anaerobic zone clay emergent aquactic plant water lily 8, leaf great Hua is beautiful, and blade face is covered with 90% or more the water surface of area, and effect is:1. every Exhausted water surface reoxygenation keeps anaerobic state with intensity of illumination, the areas Shi Gai is weakened(That is dissolved oxygen DO is maintained at 0.1).2, since water lily is Emergent aquactic plant, blade face are in the water surface or more, and photosynthesis produces oxygen, will not be released to water body.3. root system has very strong absorption N, P Effect.Main purification function is biological chemistry action, by the Ami nitrate NO in reverse circulation water- 2With nitrate NO- 3, anti-nitre It is melted into nitrogen N2, complete water body denitrification.
6 water surface area of aerobic area is 5600m2, it is 37.3% to account for total water surface area;The depth of water is 1.2~1.4m, water body volume For 6720m3, account for the 35% of total water body volume;0.3~0.4m of silt depth, average 0.35m.Bed mud TP(Total phosphorus)Content is 1.00~2.94g/kg, TN(Total nitrogen)Content is 2.93~6.54g/kg.Any water plant is not planted, and dissolved oxygen is maintained to exist 0.5mg/L or so.
The purification function of aerobic area 6:
The main purification function in the area is nitrification, between pH maintains 7.5-9, in favor of nitrification, by ammonia in water body Nitrogen(NH3 _N), nitrify into nitrite NO2 -With nitrate NO3 -
Aerobic zone(Clear water zone)7 water surface areas are 8000 ㎡, account for the 53.4% of total water surface area;The depth of water is 1.3~1.6m, Average 1.45m;Water body volume is 11600m3, account for the 50% of total water body volume;0.2~0.5m of silt depth, average 0.35m.Bottom Mud TP(Total phosphorus)Content is 0.60~0.81g/kg, TN(Total nitrogen)Content is 1.17~2.87g/kg.Aerobic zone dissolved oxygen it is dense Degree maintains 4mg/L or more.Good 3 hydrilla verticillata of submerged plant of purifying property is planted by the whole district, eel grass is planted again with along loke shore Power spends 9, is the main region of restoration of the ecosystem.
The purification function of aerobic zone 7:
1. the branches and leaves of the black algae of submerged plant and eel grass are luxuriant, well developed root system.N, P, K etc. in water body and bed mud can directly be absorbed Nutrient for plants.
2. on the branches and leaves of black algae and eel grass breeding have biomembrane, can absorption, absorb water body in colloid and dissolubility it is organic Object seeks biological chemistry action, the organic pollution in water body of degrading.
3. luxuriant branch, leaf seek photosynthesis, oxygen and free carbon dioxide are released, Dissolved Oxygen in Water can be increased and contained Amount and raising pH value.
4. luxuriant branches and leaves can decay, typhoon, heavy rain hold together the leaching of water body, promote fine suspended particulate, colloidal substance Sedimentation plays physical cleaning, reduces turbidity, increases transparency.
5. breeding active protozoan in water body(Paramecium, campanularian, tired branch worm, Didinium, Parapet fibre worms etc.), after Lively object(Wheel animalcule, nematode, few caterpillar etc.), it is food with organic debris, Escherichia coli and free bacteria, keeps water quality more clear It is clear transparent., the purification function of aerobic zone is that carbonaceous organic material is degraded to H2O and CO2, itrogenous organic substance is degraded to ammonia nitrogen NH3 N, and settle dephosphorization.
6. along the recyclable absorption clear water zone water body of the thaliadeabata of aerobic zone loke shore plantation, deep removal TP, TN and COD.
The purification function of reverse circulation:By the water of clear water zone by return water facility reverse circulation to anaerobic zone and aerobic area, Reverse circulation flow accounts for the 16~25% of clear water zone volume, completes nitrification in aerobic area, is Ami nitrate by Ammonia Nitrification NO2 -With nitrate NO3 -;Anti-nitration reaction is completed by NO in anaerobic zone2 -With NO3 -It is reduced to nitrogen N2.Above-mentioned four class is purified into work( A complete ecological purification system can be formed.Cycle is continued for carbonization, ammonification, nitrification, denitrification back and forth.Return water Facility can be that water pump adds water-supply-pipe.
The implantation methods of hydrilla verticillata are simple, can spread seed or be cut into 5~6cm black algae branch section dispersion spread to water body, in water Any intermediary, growth and breeding can be attached in body.Required intensity of illumination is low, and light compensation point is relatively low, resistance to strong light.Optimum life Long water temperature is 230~280C, organic matter decompose the oxygen and CO with photosynthesis release2Be conducive to the growth of black algae.Its blade and root System can absorb N, P, K directly from water body and bed mud.
Demand of the eel grass to illumination is relatively low, and intolerant to strong light, type of seeding has:It sows seeds son, in 1.5 times that the depth of water is transparency Under conditions of, germination percentage is up to 98%, 3 month Cheng Cong;Artificial throw is broadcast;Skewer branch etc..The root length of eel grass is about length of blade 30%, blade and root system can directly absorb N, P, K in water body and bed mud.
Growth and breeding is slow in winter with eel grass for black algae, influences clean-up effect, can plant and be suitable for winter growth breeding Hornwort makes up.
It will produce the high aerobic layer of thin layer oxygen concentration and aerobic at the water sludge interface that black algae grows with eel grass Bacterium can effectively completely cut off the phosphate radical PO in bed mud4 3-It is discharged to water body, makes the phosphorus content in water body will not be repeatedly.
In the thaliadeabata of aerobic zone bank plantation, well developed root system is nutrition to absorb TN, TP, COD in runoff water Element carries out growing numerous plant.Can reach depth denitrogenate, dephosphorization and degrade COD purpose.
Above-mentioned, although the foregoing specific embodiments of the present invention is described with reference to the accompanying drawings, not protects model to the present invention The limitation enclosed, those skilled in the art should understand that, based on the technical solutions of the present invention, those skilled in the art are not Need to make the creative labor the various modifications or changes that can be made still within protection scope of the present invention.

Claims (5)

1. a kind of reverse circulation ecological purification pool, characterized in that in the waters of required processing, by vertical with water (flow) direction Waters is divided into three regions by purse seine successively, is followed successively by anaerobic zone, aerobic area and aerobic zone;It is provided in aerobic zone water is reverse It is recycled to the return water facility of anaerobic zone and aerobic area, nitrification is completed in aerobic area, is NO by Ammonia Nitrification2 -With NO3 -, Anti-nitration reaction is completed by NO in anaerobic zone2 -With NO3 -It is reduced to nitrogen N2, complete water body denitrification;The anaerobic zone kind is implanted with very water The concentration of plant, dissolved oxygen is less than or equal to 0.1mg/L;The dissolved oxygen concentration of the aerobic area is 0.5mg/L;It is planted in aerobic zone H can be degraded to carbonaceous organic material by having2O and CO2, itrogenous organic substance is degraded to NH3- N, and the submerged plant of dephosphorization is settled, it is good The concentration of oxygen area dissolved oxygen maintains 4mg/L or more.
2. the reverse circulation ecological purification as described in claim 1 pool, characterized in that reverse circulation flow accounts for aerobic zone volume 16~25%.
3. the reverse circulation ecological purification as described in claim 1 pool, characterized in that trizonal water surface area ratio is:1: 4: 5.7;Water body volumetric ratio is 1: 7: 12.
4. the reverse circulation ecological purification as described in claim 1 pool, characterized in that the emergent aquactic plant uses water lily.
5. the reverse circulation ecological purification as described in claim 1 pool, characterized in that the submerged plant using hydrilla verticillata with Eel grass, in aerobic zone, bank plants thaliadeabata, using TN, TP and COD in water as nutrition, reaches the mesh that depth reduces N, P and COD 's.
CN201810047247.7A 2018-01-18 2018-01-18 The reverse circulation ecological purification pool Pending CN108558002A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810047247.7A CN108558002A (en) 2018-01-18 2018-01-18 The reverse circulation ecological purification pool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810047247.7A CN108558002A (en) 2018-01-18 2018-01-18 The reverse circulation ecological purification pool

Publications (1)

Publication Number Publication Date
CN108558002A true CN108558002A (en) 2018-09-21

Family

ID=63530962

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810047247.7A Pending CN108558002A (en) 2018-01-18 2018-01-18 The reverse circulation ecological purification pool

Country Status (1)

Country Link
CN (1) CN108558002A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6447682B1 (en) * 2001-07-03 2002-09-10 David A. Flowers Process and system for enhanced nitrogen removal in a wetland wastewater treatment facility
CN1693231A (en) * 2005-04-28 2005-11-09 重庆大学 System and process for sawage treating with baffling wet land filtering tank and rateral underflow wet land bed
CN101054253A (en) * 2007-01-22 2007-10-17 华中科技大学 Method for treating sewage of organism/zoology lake bank
CN102107983A (en) * 2009-12-23 2011-06-29 中国科学院生态环境研究中心 Duplex landscape ecological pond system used for advanced purification of regenerated water
CN102531170A (en) * 2011-12-23 2012-07-04 上海交通大学 Ecological pond system of water body circulation flow oxygenation
WO2012161392A1 (en) * 2011-05-24 2012-11-29 주식회사 성일엔텍 Hybrid artificial wetland water purification system, sewage treatment device using same, and natural nonpoint purification device capable of simultaneously purifying river and lake water
CN102976494A (en) * 2012-12-06 2013-03-20 东南大学 Multi-habitat ecological pond system
CN105540854A (en) * 2015-12-28 2016-05-04 岭南新科生态科技研究院(北京)有限公司 Enhanced type underflow and vertical flow artificial wetland treatment system

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6447682B1 (en) * 2001-07-03 2002-09-10 David A. Flowers Process and system for enhanced nitrogen removal in a wetland wastewater treatment facility
CN1693231A (en) * 2005-04-28 2005-11-09 重庆大学 System and process for sawage treating with baffling wet land filtering tank and rateral underflow wet land bed
CN101054253A (en) * 2007-01-22 2007-10-17 华中科技大学 Method for treating sewage of organism/zoology lake bank
CN102107983A (en) * 2009-12-23 2011-06-29 中国科学院生态环境研究中心 Duplex landscape ecological pond system used for advanced purification of regenerated water
WO2012161392A1 (en) * 2011-05-24 2012-11-29 주식회사 성일엔텍 Hybrid artificial wetland water purification system, sewage treatment device using same, and natural nonpoint purification device capable of simultaneously purifying river and lake water
CN102531170A (en) * 2011-12-23 2012-07-04 上海交通大学 Ecological pond system of water body circulation flow oxygenation
CN102976494A (en) * 2012-12-06 2013-03-20 东南大学 Multi-habitat ecological pond system
CN105540854A (en) * 2015-12-28 2016-05-04 岭南新科生态科技研究院(北京)有限公司 Enhanced type underflow and vertical flow artificial wetland treatment system

Similar Documents

Publication Publication Date Title
CN100378272C (en) Stereo in-situ ecological urban water system repairing process
CN103214151B (en) Method for ecologically and compensatively treating cultivation wastewater in testudinate greenhouse
CN102432107A (en) Biological integrated purification process for governing black and odorous river channels
CN106430526A (en) River sewage treatment process
CN105585223B (en) A kind of freshwater aquiculture waste water advanced treatment recovery system and method
CN110550829B (en) Tower ecological purification integrated device of little town domestic sewage
CN103265145B (en) Method for purifying river water with low load and low temperature by using natural biofilm reactor
CN111320275A (en) System and method for intercepting agricultural non-point source pollution ecological ditch by using waste aquaculture pond
CN106830576B (en) Wetland purification system and purification method thereof
CN102010071A (en) Combined high-efficiency river water quality purification process
CN100390079C (en) Photoayhthetic carbon-sequestration ecological denitrogenation process
CN106007191A (en) Black odorous river course ecological treatment system and treatment method thereof
CN101602563A (en) The method of biology, ecological sectional purifying treatment sanitary sewage
CN103183445A (en) Method and system for advanced treatment of rural domestic sewage
CN107721087A (en) Black and odorous water multi-stage filtration systems and multistage purification technique
CN113072188A (en) Pond tail water treatment system
CN102674549A (en) Treatment method for applying urban reclaimed water to landscape water
CN108083446A (en) A kind of waters eutrophication water combined-repair method
CN205821003U (en) A kind of river water cleaning device
CN202175603U (en) Integrated non-point source sewage treatment system
CN208829494U (en) A kind of sewage dystopy Ecosystem restoration system
CN217628033U (en) Ecological treatment system for recycling tail water of pond freshwater aquaculture
CN110577335A (en) Method for promoting food chain operation and accelerating water environment treatment
CN108545834A (en) A kind of row mouthful wet land technique system
CN207811377U (en) The reverse circulation ecological purification pool

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination