CN106830533A - A kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system - Google Patents
A kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system Download PDFInfo
- Publication number
- CN106830533A CN106830533A CN201710101900.9A CN201710101900A CN106830533A CN 106830533 A CN106830533 A CN 106830533A CN 201710101900 A CN201710101900 A CN 201710101900A CN 106830533 A CN106830533 A CN 106830533A
- Authority
- CN
- China
- Prior art keywords
- revetment
- groove
- water
- cylinder mould
- porous
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 104
- 238000000746 purification Methods 0.000 title claims abstract description 32
- 239000000463 material Substances 0.000 claims abstract description 37
- 238000012856 packing Methods 0.000 claims abstract description 36
- 239000010865 sewage Substances 0.000 claims abstract description 22
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 238000005276 aerator Methods 0.000 claims abstract description 9
- 239000007787 solid Substances 0.000 claims abstract description 8
- 239000000945 filler Substances 0.000 claims abstract description 7
- 239000002689 soil Substances 0.000 claims abstract description 6
- 239000000203 mixture Substances 0.000 claims description 5
- 210000000476 body water Anatomy 0.000 claims description 4
- 238000005516 engineering process Methods 0.000 claims description 4
- 239000011449 brick Substances 0.000 claims description 2
- 238000011049 filling Methods 0.000 claims description 2
- 239000011159 matrix material Substances 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 230000001419 dependent effect Effects 0.000 claims 1
- 230000007613 environmental effect Effects 0.000 abstract description 4
- 230000005484 gravity Effects 0.000 abstract description 3
- 239000013589 supplement Substances 0.000 abstract description 2
- 239000011178 precast concrete Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 11
- 241000196324 Embryophyta Species 0.000 description 9
- 238000005273 aeration Methods 0.000 description 9
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 7
- 230000000694 effects Effects 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000007726 management method Methods 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000001580 bacterial effect Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 201000010099 disease Diseases 0.000 description 2
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 2
- 238000012851 eutrophication Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000000813 microbial effect Effects 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000000377 silicon dioxide Substances 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 241000736262 Microbiota Species 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 150000001336 alkenes Chemical class 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- -1 artificial aeration Substances 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-N carbonic acid Chemical compound OC(O)=O BVKZGUZCCUSVTD-UHFFFAOYSA-N 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000000975 co-precipitation Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000010459 dolomite Substances 0.000 description 1
- 229910000514 dolomite Inorganic materials 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 235000020774 essential nutrients Nutrition 0.000 description 1
- 238000009293 extended aeration Methods 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- LIKBJVNGSGBSGK-UHFFFAOYSA-N iron(3+);oxygen(2-) Chemical compound [O-2].[O-2].[O-2].[Fe+3].[Fe+3] LIKBJVNGSGBSGK-UHFFFAOYSA-N 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 238000006396 nitration reaction Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 238000006213 oxygenation reaction Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011236 particulate material Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 229920001596 poly (chlorostyrenes) Polymers 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Classifications
-
- 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
- C02F3/30—Aerobic and anaerobic processes
- C02F3/301—Aerobic and anaerobic treatment in the same reactor
-
- 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
-
- 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
- C02F3/02—Aerobic processes
-
- 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
- C02F3/30—Aerobic and anaerobic processes
- C02F3/302—Nitrification and denitrification treatment
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- 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
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Biotechnology (AREA)
- Botany (AREA)
- Biological Treatment Of Waste Water (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system, system is made up of groove revetment, section dirty Fencing system, soil pick-up drainage system, rectification fence, the porous cylinder mould of combination biologic packing material, aerator, impeller, landscape system.The concentrated water that the Lu Yuan rainwashes sewage and water bottom that system is intercepted are drawn is purified during being continued to flow through porous biofilm contact of the cylinder mould biologic packing material non-individual body with surface by water plug flow mode in groove revetment water body purification system, and the tail water gravity flow after purification enters water body as ecological water supplement.Gravel or other solid biologic fillers can be filled in the hollow hole of groove revetment precast concrete revetment body with planting aquatic plants, trestle or water balcony can be set up on groove revetment solid concrete prefabricated component revetment body and be constituted landscape system in the lump with water plant.Groove revetment water body purification system implements flexible and changeable, and is easily designed with water body surrounding landscape environmental harmony.
Description
Technical field
The present invention relates to a kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system, belongs to water environment treatment skill
Art field.
Background technology
Water is important natural resources, economic resources, social resources and the Ecological basis key element of urban development, for maintaining city
City's ecological functions and safety and stability play an important roll.In Rapid-Urbanization and industrialized process, because cities and towns basis is built
If serious delayed, urban river course becomes the main thoroughfare that blowdown is concentrated in industrial wastewater, sanitary sewage and farmland water-break, pollution
Thing discharge capacity is big and spatial distribution is concentrated, and river is dirty net than high, and water body self-purification ability is weak, easily causes anoxic and eutrophication,
Form black and odorous water.City black and odorous water has become a kind of urban disease, and all cities are escaped by luck almost without one, it has also become current city
The foul disease of city's water environment management.Administer at present cities and towns black and odorous water technical method be mainly by the mobility that strengthens water body,
Change water, desilting, add the methods such as microbial bacterial agent, artificial aeration, water plant reparation.These methods exist floor space it is big,
Construction investment is high, Technological adaptability is poor, facility reliability is low, clean-up effect is unstable, easily cause secondary pollution, water quality is tieed up for a long time
Pillar reason difficulty etc. is many not enough.These defects influence and limit urban water environmental quality to safeguard the effect with water environment management
Really.
The content of the invention
Defect it is an object of the invention to overcome art methods, there is provided cut dirt with control source, draw dirty dredging, ecology
Reparation, energy-saving, beautification of landscape effect, do not produce secondary pollution, easy care management to build low with operating cost, with oneself
A kind of strong eutrophication water self-adapting type cleaning treatment system of right environment blending and method, can effectively solve existing skill
The deficiency of art method, can carry out the eutrophy such as contaminated cities and towns inland river, inland lake, reservoir, pool with reference to the construction of water body revetment again
Change the purification and restoration of the ecosystem of water body, safeguard quality of water environment.
The main specific method taken of the invention is as follows:
A kind of groove revetment type cities and towns inland river of the present invention(Lake, storehouse, the pool)Water body purification system, by groove revetment,
Cut dirty Fencing system, soil pick-up drainage system, rectification fence, the porous cylinder mould of combination biologic packing material, impeller, aerator, landscape
System is constituted.
The continuous channel revetment that groove revetment of the present invention is made up of permeable concrete prefabricated component individuality(Also may be used
Actually make that brick is mixed or revetment of stone masonry structure according to scene), open column shape is arranged at intervals with concrete groove revetment body
Plant culture is cheated, the water body UNICOM in the bottom in hole and groove, filling plant cultivation matrix and can be planted aquatic landscape and is planted in hole
Thing, the effect of existing purifying water body, the effect for having beautification water front again.
The land side of groove revetment is provided with cuts a dirty fence, and the water body side of groove revetment constitutes of the present invention higher than the water surface
Section dirty Fencing system of groove revetment type water body purification system, cutting a dirty Fencing system can both retain the rainwash entrance of bank
Revetment groove is interior and stops the outside body of water for being directly entered revetment trench isolations, and the Lu Yuan rainwashes sewage of interception can be in ditch
In groove revetment water body purification system water body is entered back into after purified treatment.
Drainage system in a kind of groove revetment type water body purification system of the present invention can be by river course or lake storehouse water body
Bottom plug-flow and drainage system composition, under water in the presence of plugflow aeration machine water bottom sewage carry out silt particle separation and
Water body bottom low-lying area portion collects, and water bottom sewage is introduced into revetment groove in the presence of sewage pump drainage and under water plugflow aeration machine
And flow and purify in revetment groove interior orientation, the water outlet after purification returns to water body.
The purification sewage function of groove revetment type water body purification system is similar with oxidation ditch biological sewage processing unit.Refuting
The different water treatment technology elementary sections such as precipitating phase, anoxic section, anaerobism section, aerobic section can be divided into bank groove, in difference
Water treatment technology elementary section can set porous cylinder mould biologic packing material, in partially porous cylinder mould biologic packing material segment frames bottom Ke An
Dress blast aerator installs plug-flow aerator under water in side.
The combination porous cylinder mould of biologic packing material in groove revetment effluent treatment plant is some independent spherical, important actor shapes etc.
Porous small cylinder mould individuality freely stacks the porous large netting cage of biologic packing material of composition in porous large netting cage, and multiple biologic packing materials are porous
Large netting cage constitutes porous cylinder mould biologic packing material non-individual body.Porous cylinder mould can select the organic material of resistance to biological corrosion, such as polychlorostyrene second
Alkene plastics material, mainly plays a supportive role and as aqueous vapor passage.The external form and volume of the porous large netting cage of biologic packing material are with can be from
It is advisable by being arranged in revetment groove, and revetment groove can be gone out with manpower lifting.According to water body environment present situation and treatment can be intended
Placement length of the sewage quality water requirement porous cylinder mould biologic packing material non-individual body of specific design in revetment groove.
Porous and granular biologic packing material in porous small cylinder mould filled with density more than 1, it is empty that loading accounts for porous small cylinder mould
Between volume 1/2nd.Porous and granular biologic packing material is generally granular, column or bulk, can be pelelith class(Such as pelelith
Gravel, basalt chad), potter's clay grain, the calcareous particulate material of carbonic acid(Such as lime stone, dolomite, oyster shell), biological carbon granules, irony class thing
Matter(Such as waste iron filing, Iron-ore Slag)Or mixture more than two of which.Biologic packing material has neutralization stabilization saprobia chemically
Matter, the effect that biological essential nutrient element and attachment condition are provided.The size of porous and granular filler is porous cannot pass through
The individual hole of small cylinder mould is advisable.Porous and granular filler mainly provides the biological galvanic cell of biomembrane absorption surface, composition and provides
Weight is keeping the porous cylinder mould of biologic packing material non-rising.
The porous cylinder mould of biologic packing material should keep whole floodages, packing layer top in groove revetment sewage treatment facility
20 30 centimetres of free water layer should be kept.
Rectification fence plays rectified action, and combination biologic packing material and the porous large netting cage of biologic packing material are placed after the grid, dirty
Water is purified during porous cylinder mould biologic packing material surface biological film is flowed through.
The air wanted needed for sewage purification process can be handed over by blast aeration oxygenation, plug-flow aeration oxygen replenishing, surface gas-liquid
The modes such as natural-aeration or biological enhancementoxygen are changed to provide.The aeration tube of blast aeration oxygen-increasing device is placed in porous cylinder mould biologic packing material
The lower section of non-individual body, under water plug-flow aerator be arranged on porous cylinder mould biological filler party upstream.
A kind of groove revetment type cities and towns inland river of the present invention(Lake, storehouse, the pool)The stream of water body in water body purification system
Dynamic property can be provided by the water-head of soil pick-up water pump, under water plugflow aeration machine and water inlet and delivery port.
The plant culture of groove revetment open column shape can fill gravel or other solid biologic fillers to plant aquatic plant in hole
Thing, can set up trestle or water balcony and constitute landscape system in the lump with water plant on groove revetment solid concrete revetment body
System.
A kind of groove revetment type cities and towns inland river of the present invention(Lake, storehouse, the pool)Water body purification system is in practical application mistake
Cheng Zhong, sewage can be contacted by water plug flow mode and is purified with porous cylinder mould biologic packing material non-individual body.
A kind of groove revetment type cities and towns inland river of the present invention(Lake, storehouse, the pool)Water body purification system is not produced substantially
Excess sludge, therefore sludge treating system, such as second pond, sludge dehydrating and drying, dirt need not be set in sewage disposal system
The facilities such as mud backflow, the silt of deposition can according to circumstances periodic cleaning in groove.
A kind of groove revetment type cities and towns inland river of the present invention(Lake, storehouse, the pool)Water body purification system can also be according to residing
Sewage purification system of the physical relief condition design into unpowered or few power.
The present invention has the following advantages that compared with existing apparatus:
1st, adaptivity is good.Microbiota wide adaptability in this water body purification system is strong, rich biodiversity, food
Thing chain and functional areas are complete, and foul smell and excess sludge are not produced.
2nd, it is good using versatility.There is this water treatment system control source to cut function that is dirty, drawing dirty dredging, and purification efficiency can pass through
The length increase and decrease adjustment of porous cylinder mould biologic packing material non-individual body contact oxidation sewage treatment plant purification process, adapts to change
Sewage quality simultaneously meets the requirement of discharge standard and water environmental model.
3rd, good denitrogenation and dephosphorization effect.This sewage water treatment method has extended aeration feature, in system simultaneously have anoxic, and
Oxygen, aerobic and anaerobic zone, organic matter nitrogen in sewage are removed through nitration denitrification, phosphorus then with solid packing in iron, calcium, silicon,
Aluminium co-precipitation is stored in medium.
4 waste water processes are simple, and porous cylinder mould biologic packing material non-individual body can be segmented lifting and go out revetment groove, groove
Interior precipitated mud and sand can be easy with periodic cleaning, the maintenance and management of sewage purification system.
5th, long service life, is not required to periodically deliver microbial bacterial agent and other materials, and operating cost is cheap.
6 groove revetment water body purification systems implement flexible and changeable, and are easily designed with water body surrounding landscape environmental harmony.
Specific embodiment
Present disclosure is further illustrated with reference to embodiments, but be should not be construed as limiting the invention.Not
In the case of spirit of the invention and essence, the modification or replacement made to the inventive method or condition belong to the present invention
Scope.
Embodiment one
Cities and towns lake(Reservoir, pool)Groove revetment type water body purification system, it is characterised in that built along water body water front
The groove revetment of certain length, the rainwash for flowing into lake along water body water front first cuts dirty fence revetment device stream through rainwash
Enter in the groove of groove revetment;Lake bottom concentrated water is introduced into one end of revetment groove in the presence of slush pump and drainage system
Into in groove revetment;After the bottom concentrated water configured rectification fence in revetment groove in lake intercepts scum silica frost and rectification, pass through
Sand setting section passes sequentially through anoxic section, anaerobism section, the aerobic section in porous cylinder mould combination biologic packing material area, then enters next through impeller
The porous cylinder mould combination biologic packing material area of unit;In the settable aerator of aerobic section in porous cylinder mould combination biologic packing material area,
In the hollow concrete prefabricated member revetment body of groove revetment can planting aquatic plants, in the solid concrete revetment of groove revetment
Trestle and water balcony can be set up on body.Rainwash sewage and lake bottom concentrated water are continuing to flow through porous cylinder mould biologic packing material
So as to be purified during non-individual body and the biofilm contact on surface, the tail water gravity flow after purification enters water body in lake as life
State moisturizing.
Embodiment two
Urban river groove revetment type water body purification system, it is characterised in that building certain length along River Bank-Line
Groove revetment, the rainwash for flowing into river course along water body water front first cuts dirty fence revetment device and flows into groove revetment through rainwash
Groove in;River course bottom concentrated water is introduced into one end of revetment groove and is refuted into groove in the presence of slush pump and drainage system
In bank;After the bottom concentrated water configured rectification fence in revetment groove in river course intercepts scum silica frost and rectification, by sand setting section successively
Anoxic section, anaerobism section, the aerobic section in biologic packing material area are combined by porous cylinder mould, then enters next unit after impeller drainage
Porous cylinder mould combination biologic packing material area;In the settable aerator of aerobic section in porous cylinder mould combination biologic packing material area, in ditch
In the hollow concrete prefabricated member revetment body of groove revetment can planting aquatic plants, refuted in the solid concrete prefabricated component of groove revetment
Trestle and water balcony can be set up on bank body.Rainwash sewage and river course bottom concentrated water are filled out continuing to flow through porous cylinder mould biology
Pollutant during the biofilm contact on material non-individual body and its surface in removal water body so as to be purified, the tail after purification
Water gravity flow enters river water body as ecological water supplement.
Claims (1)
1. a kind of groove revetment type cities and towns inland river described in(Lake, storehouse, the pool)Water body purification system, by groove revetment, cuts dirty fence
Device, soil pick-up drainage system, rectification fence, the porous cylinder mould of combination biologic packing material, impeller, aerator, landscape system are constituted,
Its feature includes:
The continuous channel revetment that groove revetment described in a is made up of permeable concrete prefabricated component individuality is (also dependent on scene
Actually make that brick is mixed or revetment of stone masonry structure), it is arranged at intervals with open column shape plant culture on concrete groove revetment body
Water body UNICOM in hole, the bottom in hole and groove, filling plant cultivation matrix and can plant aquatic landscape plant, in groove in hole
Trestle or water balcony can be set up on revetment solid concrete prefabricated component revetment body and constitute landscape system in the lump with water plant
System;
The land side of the groove revetment described in b is provided with cuts dirty fence, and the water body side of groove revetment constitutes ditch higher than the river course lake storehouse water surface
Groove revetment cuts dirty Fencing system;
Soil pick-up drainage system described in c is arranged on river course lake storehouse water bottom and is refuted with groove by soil pick-up pipeline and sewage pump
Bank is connected;
Rectification fence, the porous cylinder mould of combination biologic packing material, impeller and aerator is set in groove revetment described in d to constitute
Different water treatment technology units;
The combination porous cylinder mould of biologic packing material described in e is by some independent porous small cylinder mould individualities of spherical, important actor shape porous
Composition biologic packing material non-individual body, the porous and granular filler in small porous cylinder mould filled with density more than 1, filler are stacked in cylinder mould frame
Layer top maintains 20 30 centimetres of water layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710101900.9A CN106830533A (en) | 2017-02-24 | 2017-02-24 | A kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710101900.9A CN106830533A (en) | 2017-02-24 | 2017-02-24 | A kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106830533A true CN106830533A (en) | 2017-06-13 |
Family
ID=59133476
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710101900.9A Pending CN106830533A (en) | 2017-02-24 | 2017-02-24 | A kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106830533A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110372156A (en) * | 2019-08-23 | 2019-10-25 | 重庆建工第三建设有限责任公司 | A kind of water ecology selfreparing construction method |
CN111233250A (en) * | 2019-08-05 | 2020-06-05 | 海南医学院 | Village and urban community landscape water body purification system |
CN111977818A (en) * | 2020-08-31 | 2020-11-24 | 四川清和科技有限公司 | Comprehensive treatment method for black and odorous water body of urban river |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101050041A (en) * | 2006-04-03 | 2007-10-10 | 国家环境保护总局华南环境科学研究所 | Method for governing pollution of river surge |
CN101293722A (en) * | 2008-06-20 | 2008-10-29 | 云南天兰环保科技开发有限公司 | Municipal sewage treatment system and equipment built on river |
CN102531289A (en) * | 2012-01-12 | 2012-07-04 | 苏州科技学院 | On-site purification system for urban black and smelly inland rivers |
WO2012158014A1 (en) * | 2011-05-13 | 2012-11-22 | Ronser Bio-Tech Sdn Bhd | A system for biological treatment |
CN105906173A (en) * | 2016-07-12 | 2016-08-31 | 林映津 | Repairing method and repairing device of black and odorous river water |
-
2017
- 2017-02-24 CN CN201710101900.9A patent/CN106830533A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101050041A (en) * | 2006-04-03 | 2007-10-10 | 国家环境保护总局华南环境科学研究所 | Method for governing pollution of river surge |
CN101293722A (en) * | 2008-06-20 | 2008-10-29 | 云南天兰环保科技开发有限公司 | Municipal sewage treatment system and equipment built on river |
WO2012158014A1 (en) * | 2011-05-13 | 2012-11-22 | Ronser Bio-Tech Sdn Bhd | A system for biological treatment |
CN102531289A (en) * | 2012-01-12 | 2012-07-04 | 苏州科技学院 | On-site purification system for urban black and smelly inland rivers |
CN105906173A (en) * | 2016-07-12 | 2016-08-31 | 林映津 | Repairing method and repairing device of black and odorous river water |
Non-Patent Citations (3)
Title |
---|
周凤华等: "《城市生态水利工程规划设计与实践》", 31 December 2015, 黄河水利出版社 * |
毛玉红: "《水生物处理新技术》", 30 April 2015, 中国铁道出版社 * |
王腊春等: "《水资源学》", 30 September 2014, 东南大学出版社 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111233250A (en) * | 2019-08-05 | 2020-06-05 | 海南医学院 | Village and urban community landscape water body purification system |
CN110372156A (en) * | 2019-08-23 | 2019-10-25 | 重庆建工第三建设有限责任公司 | A kind of water ecology selfreparing construction method |
CN111977818A (en) * | 2020-08-31 | 2020-11-24 | 四川清和科技有限公司 | Comprehensive treatment method for black and odorous water body of urban river |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101921042B (en) | Alternate combined wetland system and method for efficiently removing nitrogen and phosphorus in urban wastewater | |
CN106045055B (en) | A kind of ecological restoration device and method of city black-odor riverway | |
CN104003574B (en) | Labyrinth-type ecological purification pool suitable for drainage ditch in farmland | |
CN107935307B (en) | River water purification system for enhancing biological decomposition through cyclic reoxygenation and implementation method | |
CN101955297A (en) | Landscape-type composite artificial wetland treatment device for eutrophication water body and application thereof | |
CN106430617A (en) | Biological purification dam | |
WO2009094882A1 (en) | A tower type earthworm ecological filter chamber system | |
CN207176613U (en) | A kind of ecological sloot | |
CN108128967A (en) | A kind of river water body dystopy comprehensive high-efficiency processing method and system | |
CN206188508U (en) | A treatment system for riverway water body pollutes | |
CN106186338A (en) | A kind of modularity vertical subsurface flow wetland denitrification processing device | |
CN106830533A (en) | A kind of groove revetment type cities and towns inland river(Lake, storehouse, the pool)Water body purification system | |
CN201770585U (en) | Landscape type composite artificial wet land treatment device for eutrophication water bodies | |
CN109574391B (en) | Method for intercepting and purifying polluted water in ectopic ecological ditch of water replenishing water system | |
CN109607975B (en) | Constructed wetland structure for repairing super-eutrophic water body and endogenous pollution | |
CN202658055U (en) | Dispersed sewage multi-layer soil ecological treatment device | |
CN104326574B (en) | The horizontal subsurface flow wetland system of strengthening micropollutant water denitrogenation in winter | |
CN108265580B (en) | Construction method of sludge resource-based river channel ecological system with functions of sewage interception, slope protection and water purification | |
CN203781981U (en) | Sewage treatment device combining anaerobic biological treatment and ecological treatment | |
CN211394183U (en) | Vertical flow-baffling anti-blocking ecological filter dam of non-flood-running river | |
CN109956558A (en) | A kind of film aeration ecology corridor sewage disposal system | |
CN211896515U (en) | Artificial wetland system applied to super-limit purification treatment of low-concentration polluted water body | |
CN108793609A (en) | The method of urban rainwater management and processing | |
CN210287078U (en) | Assembled river course point source pollutes normal position processing apparatus | |
CN110451723B (en) | Mixed filler fluidization pool coupling constructed wetland sewage advanced treatment unit |
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 | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170613 |
|
RJ01 | Rejection of invention patent application after publication |