CN113529895A - Wharf rainwater collecting, storing, purifying and recycling system - Google Patents
Wharf rainwater collecting, storing, purifying and recycling system Download PDFInfo
- Publication number
- CN113529895A CN113529895A CN202110828603.0A CN202110828603A CN113529895A CN 113529895 A CN113529895 A CN 113529895A CN 202110828603 A CN202110828603 A CN 202110828603A CN 113529895 A CN113529895 A CN 113529895A
- Authority
- CN
- China
- Prior art keywords
- rainwater
- water
- recycling
- wharf
- layer
- 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
- 238000004064 recycling Methods 0.000 title claims abstract description 54
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 111
- 239000004576 sand Substances 0.000 claims abstract description 23
- 238000003860 storage Methods 0.000 claims abstract description 9
- 239000008188 pellet Substances 0.000 claims abstract description 8
- 150000001875 compounds Chemical class 0.000 claims abstract description 6
- 239000010802 sludge Substances 0.000 claims description 16
- 239000003795 chemical substances by application Substances 0.000 claims description 10
- 241000196324 Embryophyta Species 0.000 claims description 9
- 239000002245 particle Substances 0.000 claims description 9
- 238000000746 purification Methods 0.000 claims description 9
- 239000010902 straw Substances 0.000 claims description 9
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 claims description 8
- 239000002131 composite material Substances 0.000 claims description 8
- 239000000945 filler Substances 0.000 claims description 8
- 239000004088 foaming agent Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 8
- 238000002156 mixing Methods 0.000 claims description 7
- 238000007254 oxidation reaction Methods 0.000 claims description 7
- 239000000126 substance Substances 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 6
- 230000014759 maintenance of location Effects 0.000 claims description 6
- 230000003647 oxidation Effects 0.000 claims description 6
- 230000035699 permeability Effects 0.000 claims description 6
- 229910021536 Zeolite Inorganic materials 0.000 claims description 5
- 239000011230 binding agent Substances 0.000 claims description 5
- 238000005336 cracking Methods 0.000 claims description 5
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 5
- 238000002360 preparation method Methods 0.000 claims description 5
- 239000010457 zeolite Substances 0.000 claims description 5
- 235000014676 Phragmites communis Nutrition 0.000 claims description 4
- 229910021529 ammonia Inorganic materials 0.000 claims description 4
- 239000002994 raw material Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 239000002352 surface water Substances 0.000 claims description 4
- 244000205574 Acorus calamus Species 0.000 claims description 3
- 235000011996 Calamus deerratus Nutrition 0.000 claims description 3
- 235000005273 Canna coccinea Nutrition 0.000 claims description 3
- 240000008555 Canna flaccida Species 0.000 claims description 3
- 238000009301 bioretention Methods 0.000 claims description 3
- 230000000813 microbial effect Effects 0.000 claims description 3
- 235000010204 pine bark Nutrition 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 238000011049 filling Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims description 2
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000011010 flushing procedure Methods 0.000 abstract 1
- 230000008595 infiltration Effects 0.000 abstract 1
- 238000001764 infiltration Methods 0.000 abstract 1
- 239000002609 medium Substances 0.000 description 15
- 239000003344 environmental pollutant Substances 0.000 description 8
- 231100000719 pollutant Toxicity 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 238000003756 stirring Methods 0.000 description 4
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 239000008239 natural water Substances 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- -1 polypropylene Polymers 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000008929 regeneration Effects 0.000 description 2
- 238000011069 regeneration method Methods 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- IXPNQXFRVYWDDI-UHFFFAOYSA-N 1-methyl-2,4-dioxo-1,3-diazinane-5-carboximidamide Chemical compound CN1CC(C(N)=N)C(=O)NC1=O IXPNQXFRVYWDDI-UHFFFAOYSA-N 0.000 description 1
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000005997 Calcium carbide Substances 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 240000003133 Elaeis guineensis Species 0.000 description 1
- 235000001950 Elaeis guineensis Nutrition 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 240000008042 Zea mays Species 0.000 description 1
- 235000005824 Zea mays ssp. parviglumis Nutrition 0.000 description 1
- 235000002017 Zea mays subsp mays Nutrition 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 150000003863 ammonium salts Chemical class 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 239000003876 biosurfactant Substances 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 235000013339 cereals Nutrition 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 235000005822 corn Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 1
- 239000001095 magnesium carbonate Substances 0.000 description 1
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 1
- 235000014380 magnesium carbonate Nutrition 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 235000010413 sodium alginate Nutrition 0.000 description 1
- 239000000661 sodium alginate Substances 0.000 description 1
- 229940005550 sodium alginate Drugs 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 229920003048 styrene butadiene rubber Polymers 0.000 description 1
- CLZWAWBPWVRRGI-UHFFFAOYSA-N tert-butyl 2-[2-[2-[2-[bis[2-[(2-methylpropan-2-yl)oxy]-2-oxoethyl]amino]-5-bromophenoxy]ethoxy]-4-methyl-n-[2-[(2-methylpropan-2-yl)oxy]-2-oxoethyl]anilino]acetate Chemical compound CC1=CC=C(N(CC(=O)OC(C)(C)C)CC(=O)OC(C)(C)C)C(OCCOC=2C(=CC=C(Br)C=2)N(CC(=O)OC(C)(C)C)CC(=O)OC(C)(C)C)=C1 CLZWAWBPWVRRGI-UHFFFAOYSA-N 0.000 description 1
- 229920006337 unsaturated polyester resin Polymers 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- 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
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/30—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing magnesium cements or similar cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/02—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by adding chemical blowing agents
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/10—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by using foaming agents or by using mechanical means, e.g. adding preformed foam
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
- E03F5/0403—Gullies for use in roads or pavements with a sediment trap
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/103—Naturals or landscape retention bodies, e.g. ponds
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting 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
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- 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
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
-
- 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
- C02F2103/001—Runoff or storm water
-
- 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
-
- 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
-
- 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Water Supply & Treatment (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Ceramic Engineering (AREA)
- Organic Chemistry (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Engineering & Computer Science (AREA)
- Inorganic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Agronomy & Crop Science (AREA)
- General Chemical & Material Sciences (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention discloses a wharf rainwater collecting, purifying and recycling system, and relates to the technical field of wharf initial rainwater collecting and recycling. The system consists of a rotational flow sand setting type catch basin, a rainwater garden and a recycling unit; the rotational flow sand setting type rainwater well consists of a rainwater well body, a water inlet pipe, a sponge concrete water delivery channel and an overflow pipe; the sponge concrete water delivery channel is built by adopting sponge concrete; the rainwater garden sequentially consists of a planting layer, a medium layer and a drainage layer from top to bottom; multilayer immobilized pellets of the compound flora are uniformly distributed in the medium layer; the recycling unit consists of an underground water collecting tank and a recycling pump. The rainwater purified and treated by the rainwater garden is collected and stored by the underground water collecting tank and is conveyed to wharf water consumption points such as storage yard water consumption points, pavement water consumption points, green belt water consumption points, living area water consumption points and the like through a recycling pump. The rainwater collecting device can effectively collect rainwater on the bulk cargo wharf surface, increases the infiltration rate of the rainwater, reduces the runoff rate of the rainwater, improves the quality of the rainwater, can be directly used as the wharf surface flushing water, reduces the rainwater runoff pollution, saves the water resource, and has the advantages of simple and compact structure, low operation cost, easy control, high rainwater reuse rate, environmental friendliness and the like.
Description
Technical Field
The invention belongs to the technical field of wharf initial rainwater collection and reuse, and particularly provides a wharf rainwater collection, purification and reuse system.
Background
At present, in port and pier, most rainwater is direct discharge, causes the waste, and in the building structure of general port and pier, do not realize that the collection of pier rainwater holds purification and retrieval and utilization mostly, but generally adopt the mode that transversely sets up the escape canal at the pier, be on a parallel with the direction of pier crossbeam and set up the escape canal promptly, by the drainage of pier both sides side direction middle escape canal. However, the method causes the collection utilization rate of initial rainwater on the wharf surface to be very low, most of the rainwater cannot effectively flow into the drainage ditch, so that the initial rainwater directly flows into the natural water body, and the pollution to the natural water body and the waste of rainwater resources are caused.
Meanwhile, there is currently a lack of efficient wharf rainwater collection, purification and recycling systems. Therefore, how to realize the efficient collection, purification and reuse of wharf rainwater is a key problem to be solved at present. The invention combines the design concept of 'sponge city', inherits the principle of green, ecological and environmental protection, and designs and develops a wharf rainwater collection, purification and recycling system aiming at the water quality characteristics of wharf initial rainwater.
Disclosure of Invention
In order to solve the technical problems in collecting, purifying and recycling wharf rainwater and lack of an efficient wharf rainwater collecting, purifying and recycling system, the invention provides a wharf rainwater collecting, purifying and recycling system which is simple and compact in structure, low in operation cost, green and environment-friendly, easy to control and high in rainwater recycling rate.
In order to achieve the purpose, the invention adopts the following technical scheme: the invention relates to a wharf rainwater collecting, storing, purifying and recycling system, which consists of a rotational flow sand setting type rainwater well (1), a rainwater garden (2) and a recycling unit (3); the rotational flow sand setting type rainwater well (1) consists of a rainwater well body (1-1), a water inlet pipe (1-2), a sponge concrete water delivery channel (1-3) and an overflow pipe (1-4); the sponge concrete water delivery channels (1-3) are built by adopting sponge concrete; the rainwater garden (2) is sequentially composed of a planting layer (2-1), a medium layer (2-2) and a drainage layer (2-3) from top to bottom; multilayer immobilized pellets (2-5) of the compound flora are uniformly distributed in the dielectric layer (2-2); the recycling unit (3) consists of an underground water collecting tank (3-1) and a recycling pump (3-3).
In the collecting, purifying and recycling system for the wharf rainwater, the rainwater well body (1-1) is cylindrical, and a simple ladder (1-5) is arranged on the inner wall of the rainwater well body; the water inlet pipe (1-2) is tangent to the rainwater well body (1-1); the sponge concrete water delivery channel (1-3) is arranged on one side of the rainwater well body (1-1) along the radial direction, is parallel to the water inlet pipe (1-2), is lower than the water inlet pipe (1-1) in installation height, and is provided with a filter screen (1-6) at the outlet; the overflow pipe (1-4) is radially arranged on the side edge of the rainwater well body (1-1) and is axially vertical to the water inlet pipe (1-2); the height of the overflow pipe (1-4) is lower than that of the sponge concrete water delivery canal (1-3).
In the wharf rainwater collecting, purifying and recycling system, the sponge concrete is prepared from the raw materials including aggregate, cement, a binder, a foaming agent, an anti-cracking agent, a microbial agent and water; the porosity of the sponge concrete is more than 40%, the water permeability coefficient is more than 2mm/s, and the maximum water retention rate is more than 50%.
In the wharf rainwater collecting, purifying and recycling system, drought-tolerant and waterlogging-resistant plants (2-6) are planted on the planting layer (2-1); the drought-enduring and waterlogging-resistant plant (2-6) is one or more of iris, canna, reed and calamus; the thickness of the planting layer (2-1) is 300-400 mm; the composite flora multilayer immobilized pellet (2-5) consists of an inner core and an outer layer embedded substance, wherein the inner core is prepared from anaerobic ammonia oxidation granular sludge (4-1), and the outer layer embedded substance is prepared from aerobic nitrification granular sludge (4-2); the thickness of the dielectric layer (2-2) is 400-500 mm, and filling materials are filled in the dielectric layer; the filler is prepared from a biological retention medium, zeolite or ceramsite and straw according to a mass ratio of 10-20: 0.5-2: 1, mixing; the bioretention media includes soil, river sand and pine bark; the thickness of the drainage layer (2-3) is 300-400 mm, broken stones with gradually increased particle sizes are sequentially arranged from top to bottom, and a water collecting pipe (2-4) is arranged at the bottom; the pipe diameter of the water collecting pipe (2-4) is DN 100-DN 150.
In the wharf rainwater collecting, purifying and recycling system, the underground water collecting tank (3-1) collects rainwater purified by a rainwater garden and is connected with a recycling pump (3-3) through a recycling pipeline (3-2); the recycling pump (3-3) conveys the purified rainwater in the water collecting tank (3-1) to a storage yard water consumption point (3-4), a road surface water consumption point (3-5), a green belt water consumption point (3-6) and a living area water consumption point (3-7).
Compared with the prior art, the invention has the following advantages:
(1) the rotational flow sand setting catch basin is arranged at the front end of the rainwater garden and serves as a pretreatment unit, so that the concentration of suspended matters of rainwater entering the rear rainwater garden is greatly reduced, the sediment in a pipeline is greatly reduced, and the reduction of pollutant treatment capacity and overflowing capacity of the rear rainwater garden caused by the overhigh concentration of the suspended matters in the rainwater is avoided.
(2) The sponge concrete water delivery channel in the rotational flow sand setting rainwater well is constructed by adopting sponge concrete, so that the pollution concentration in rainwater can be reduced again, the permeability of the sponge concrete is high, and part of rainwater can permeate the sponge concrete to supplement underground water.
(3) The small ceramic particles and the straws in the filler in the medium layer of the rainwater garden are modifiers, the small ceramic particles are easy to form a film, can adsorb pollutants in water, have good water permeability and water retention property, are natural and environment-friendly, save water and fertilizer, and the filler structure is favorable for removing the pollutants in the water and keeping the soil moisture.
(4) Composite flora multilayer immobilized pellets are filled in the rainwater garden medium layer, so that the biological efficiency of the anaerobic ammonium oxidation granular sludge and the aerobic nitrification granular sludge is coordinately exerted, and the coordinative operation of the aerobic nitrification reaction and the anaerobic ammonium oxidation reaction is realized; the method for preparing the multilayer immobilized pellet of the composite flora is simple and convenient, the preparation process is easy to control, and the obtained multilayer immobilized material of the composite flora has high water content and high mechanical strength and can be repeatedly utilized; meanwhile, the method has the advantages of low cost, high efficiency, ecology and the like by utilizing the characteristics of high biological concentration and strong environmental adaptability of the immobilized microorganism technology.
(5) The rainwater garden can reduce 80% of suspended matters and other pollutants in rainwater, the quality of outlet water can reach a high water quality standard, and the quality of reuse water is guaranteed.
Drawings
Fig. 1 is a wharf rainwater collecting, storing, purifying and recycling system.
Fig. 2 is a top view of a cyclone sand setting type catch basin.
Fig. 3 is a schematic view of a rain garden structure.
FIG. 4 is a schematic view of a composite bacterial flora multilayer immobilization material.
Illustration of the drawings:
Detailed Description
The following examples are for illustrative purposes only and are not intended to limit the scope of the present invention.
Example 1
As shown in the attached drawing, the wharf rainwater collecting, storing, purifying and recycling system comprises a rotational flow sand setting type rainwater well (1), a rainwater garden (2) and a recycling unit (3); the rotational flow sand setting type rainwater well (1) comprises a rainwater well body (1-1), a water inlet pipe (1-2), a sponge concrete water delivery channel (1-3) and an overflow pipe (1-4); the rainwater garden (2) is sequentially provided with a planting layer (2-1), a medium layer (2-2) and a drainage layer (2-3) from top to bottom; a plurality of layers of immobilized small balls (2-5) of compound flora are distributed in the medium layer (2-2); the recycling unit (3) comprises an underground water collecting tank (3-1) and a recycling pump (3-3); the rotational flow sand setting type rainwater well (1) is arranged below the permeable pavement, the rainwater garden (2) is arranged on the inner side of the greening area, and the recycling unit (3) is arranged behind the yard; the rotational flow sand setting type rainwater well (1) conveys rainwater to a rainwater garden (2) through a sponge concrete water conveying channel (1-3) and an overflow pipe (1-4), and the rainwater garden (2) is connected with a recycling unit (3) through a connecting pipeline (2-8); the collected rainwater can be recycled after being treated by the cyclone sand setting rainwater well (1) and the rainwater garden (2); the recycling unit (3) recycles the rainwater purified by the rainwater garden (2) in the underground water collecting tank (3-1) to a storage yard water using point (3-4), a road surface water using point (3-5), a green belt water using point (3-6) and a living area water using point (3-6) through a recycling pump (3-3).
The rainwater well body (1-1) is cylindrical, a simple ladder (1-5) is arranged on the inner wall of the rainwater well body, the water inlet pipe (1-2) is tangent to the rainwater well body (1-1), the sponge concrete water delivery channel (1-3) is radially arranged on one side of the rainwater well body (1-1) and is parallel to the water inlet pipe (1-2), the height of the sponge concrete water delivery channel is lower than that of the water inlet pipe (1-1), and a filter screen (1-6) is arranged at an outlet of the sponge concrete water delivery channel; the overflow pipe (1-4) is arranged on the side surface of the rainwater well body (1-1) along the radial direction, is axially vertical to the water inlet pipe (1-2), and is lower than the sponge concrete water delivery canal (1-3). When raining, a large amount of rainwater flows into the water inlet pipe (1-2) through the surface flow and then spirally descends along the inner wall of the rainwater well body (1-1). In the descending process, larger particle pollutants are gathered at the center of the rotational flow water column to sink quickly under the rotational flow effect, rainwater moves from bottom to top, and in the ascending process of the rainwater, the smaller particle pollutants remained in the rainwater can be deposited to the bottom of the rainwater well body (1-1) under the action of the gravity of the rainwater. The water flow at the bottom of the rainwater well body (1-1) is stable, settled silt is not easy to stir up, the rainwater entering the overflow pipe (1-4) has less particle pollutants, and the pipeline deposit is reduced. When the water surface of the water body in the overflow well reaches the outlet of the sponge concrete water delivery channel (1-3), the filter screen (1-6) arranged at the opening of the sponge concrete water delivery channel (1-3) can effectively intercept floating objects, such as leaves and the like, in the water body. When the rainwater well is overhauled and desilted, workers can go down to the well along the simple steps (1-5) to carry out work.
The sponge concrete water delivery channels (1-3) are built by sponge concrete, and the preparation raw materials of the sponge concrete comprise aggregate, cement, a binder, a foaming agent, an anti-cracking agent, a microbial agent and water; the porosity of the sponge concrete is more than 40%, the water permeability coefficient is more than 2mm/s, and the maximum water retention rate is more than 50%. When raining, the sponge concrete water delivery channel (1-3) can collect rainwater permeating into the ground from a permeable road surface and can also convey excessive rainwater in the rotational flow sand setting rainwater well (1), meanwhile, the rainwater is subjected to secondary filtration and pollutant adsorption, a part of rainwater flows to the rainwater garden (2) through the sponge concrete water delivery channel (1-3), and a part of rainwater permeates the sponge concrete water delivery channel (1-3) to supplement underground water.
Drought-tolerant and waterlogging-resistant plants (2-6) are planted on the planting layer (2-1), and the drought-tolerant and waterlogging-resistant plants (2-6) are a combination of iris and reed.
The thickness of planting layer (2-1) is 400mm, it has earth to plant layer (2-1) on, earth thickness is 100mm, the thickness of dielectric layer (2-2) is 500mm, the thickness of drainage blanket (2-3) is 400mm, from last to arranging the rubble of particle diameter crescent down in proper order, the bottom is equipped with collector pipe (2-4), the pipe diameter of collector pipe (2-4) is DN 150.
The composite flora multilayer immobilized pellet (2-5) consists of an inner core and an outer layer embedded substance, wherein the inner core is prepared from anaerobic ammonia oxidation granular sludge (4-1), and the outer layer embedded substance is prepared from aerobic nitrification granular sludge (4-2).
The medium layer (2-2) is internally provided with a filler, the filler is formed by mixing a biological retention medium, zeolite and straws, and the mass ratio of the biological retention medium to the small ceramsite to the straws is 18: 1: 1.
example 2
One difference between example 2 and example 1 is that: the drought-enduring and waterlogging-resistant plant is a combination of four kinds of iris, canna, reed and calamus.
The wharf rainwater collecting, purifying and recycling system comprises a rotational flow sand settling rainwater well, a rainwater garden and a recycling unit; the rotational flow sand setting type rainwater well comprises a rainwater well body, a water inlet pipe, a sponge concrete water delivery channel and an overflow pipe; the rainwater garden is sequentially provided with a planting layer, a medium layer and a drainage layer from top to bottom; a plurality of layers of immobilized small balls of compound flora are distributed in the medium layer; the recycling unit comprises an underground water collecting tank and a recycling pump; the rotational flow sand settling type rainwater well is arranged below the permeable pavement, the rainwater garden is arranged on the inner side of the greening area, the recycling unit is arranged behind the yard, the rotational flow sand settling type rainwater well conveys rainwater to the rainwater garden through the sponge concrete water conveying channel and the overflow pipe, and the rainwater garden is connected with the recycling unit through the connecting pipeline; the collected rainwater can be recycled after being treated by the cyclone sand setting catch basin and the rainwater garden. The recycling unit recycles the rainwater purified and treated by the rainwater garden in the underground water collecting tank to a storage yard water consumption point, a road surface water consumption point, a green belt water consumption point and a living area water consumption point through a recycling pump.
The rainwater well body is cylindrical, a simple ladder is arranged on the inner wall of the rainwater well body, the water inlet pipe is tangent to the rainwater well body, the sponge concrete water delivery channel is arranged on one side of the rainwater well body along the radial direction, is parallel to the water inlet pipe and is lower than the water inlet pipe in height, and a filter screen is arranged at the outlet of the sponge concrete water delivery channel; the overflow pipe is radially arranged on the side surface of the well body of the rainwater well, the axial direction of the overflow pipe is vertical to the water inlet pipe, and the height of the overflow pipe is lower than that of the sponge concrete water delivery channel.
The sponge concrete water delivery channel is built by sponge concrete, and the preparation raw materials and the weight fraction of the sponge concrete comprise 100-150 g mass parts of aggregate, 10-20 g mass parts of cement, 3-8 g mass parts of binder, 0.5-2 g mass parts of foaming agent, 0.2-1 g mass part of anti-cracking agent and 2-20 g mass parts of water; the aggregate is mainly zeolite, limestone, vermiculite, furnace slag, quartz stone or gravel; the cement is one or more of magnesite material and silico-calcic material cement; the binder is one or more of epoxy resin adhesive, unsaturated polyester resin adhesive, styrene-butadiene rubber, acrylic resin adhesive and polyurethane adhesive; the foaming agent is mainly a physical foaming agent comprising a compound foaming agent and a biosurfactant or a chemical foaming agent comprising two or more of hydrogen peroxide, calcium carbide and ammonium salt; the anti-cracking agent is one or more of polypropylene fiber, polyethylene fiber, carbon fiber, glass fiber and oil palm fiber; the preparation steps of the sponge concrete mainly comprise aggregate screening and grading, primary mixing and stirring, secondary mixing, aeration and stirring, tertiary mixing and stirring, casting molding and curing; the recycling step of the sponge concrete mainly comprises mechanical crushing, ultrasonic stripping, aggregate sorting and regeneration, and excess material crushing and regeneration; the porosity of the sponge concrete is more than 40%, wherein the volume of the pores with the diameter of 0.4-2 mm accounts for more than 60%, the water permeability coefficient is more than 2mm/s, and the maximum water retention rate is more than 50%.
The thickness of planting the layer is 300-400 mm, it has earth to plant the layer on, earth thickness is 100mm, the thickness of dielectric layer is 400-500 mm, the thickness of drainage blanket is 300-400 mm, arranges the rubble of particle diameter crescent to following in proper order down from last, and the bottom is equipped with the collector pipe, the pipe diameter of collector pipe is DN 100-DN 150.
The immobilized multilayer composite flora material mainly comprises anaerobic ammonia oxidation granular sludge, denitrification granular sludge, aerobic nitrification granular sludge and an embedding agent; the anaerobic ammonium oxidation granular sludge is taken as a kernel, and the grain diameter is 3-8 mm; the denitrification granular sludge and the aerobic nitrification granular sludge are outer-layer embedded objects, and the denitrification granular sludge: the mass ratio of the aerobic nitrification granular sludge is 1: 1; the embedding agent is prepared from polyvinyl alcohol, sodium alginate and water according to the weight ratio of 8: 1: 100 mass ratio.
The medium layer is internally provided with a filler, the filler is formed by mixing a biological retention medium, zeolite and straws, and the mass ratio of the biological retention medium to the small ceramsite to the straws is 18: 1: 1, the bioretention medium comprises soil, river sand and pine bark, and the straw is corn or rice straw.
Claims (5)
1. The utility model provides a collection of pier rainwater is held and is purified and recycling system which characterized in that: the system consists of a rotational flow sand setting type catch basin (1), a rainwater garden (2) and a recycling unit (3); the rotational flow sand setting type rainwater well (1) consists of a rainwater well body (1-1), a water inlet pipe (1-2), a sponge concrete water delivery channel (1-3) and an overflow pipe (1-4); the sponge concrete water delivery channels (1-3) are built by adopting sponge concrete; the rainwater garden (2) is sequentially composed of a planting layer (2-1), a medium layer (2-2) and a drainage layer (2-3) from top to bottom; multilayer immobilized pellets (2-5) of the compound flora are uniformly distributed in the dielectric layer (2-2); the recycling unit (3) consists of an underground water collecting tank (3-1) and a recycling pump (3-3).
2. The wharf rainwater collection, storage, purification and recycling system according to claim 1, wherein: the rainwater well body (1-1) is cylindrical, and a simple ladder (1-5) is arranged on the inner wall of the rainwater well body; the water inlet pipe (1-2) is tangent to the rainwater well body (1-1); the sponge concrete water delivery channel (1-3) is arranged on one side of the rainwater well body (1-1) along the radial direction, is parallel to the water inlet pipe (1-2), is lower than the water inlet pipe (1-1) in installation height, and is provided with a filter screen (1-6) at the outlet; the overflow pipe (1-4) is radially arranged on the side edge of the rainwater well body (1-1) and is axially vertical to the water inlet pipe (1-2); the height of the overflow pipe (1-4) is lower than that of the sponge concrete water delivery canal (1-3).
3. The wharf rainwater collection, storage, purification and recycling system according to claim 1, wherein: the preparation raw materials of the sponge concrete comprise aggregate, cement, a binder, a foaming agent, an anti-cracking agent, a microbial agent and water; the porosity of the sponge concrete is more than 40%, the water permeability coefficient is more than 2mm/s, and the maximum water retention rate is more than 50%.
4. The wharf rainwater collection, storage, purification and recycling system according to claim 1, wherein: drought-tolerant and waterlogging-resistant plants (2-6) are planted on the planting layer (2-1); the drought-enduring and waterlogging-resistant plant (2-6) is one or more of iris, canna, reed and calamus; the thickness of the planting layer (2-1) is 300-400 mm; the composite flora multilayer immobilized pellet (2-5) consists of an inner core and an outer layer embedded substance, wherein the inner core is prepared from anaerobic ammonia oxidation granular sludge (4-1), and the outer layer embedded substance is prepared from aerobic nitrification granular sludge (4-2); the thickness of the dielectric layer (2-2) is 400-500 mm, and filling materials are filled in the dielectric layer; the filler is prepared from a biological retention medium, zeolite or ceramsite and straw according to a mass ratio of 10-20: 0.5-2: 1, mixing; the bioretention media includes soil, river sand and pine bark; the thickness of the drainage layer (2-3) is 300-400 mm, broken stones with gradually increased particle sizes are sequentially arranged from top to bottom, and a water collecting pipe (2-4) is arranged at the bottom; the pipe diameter of the water collecting pipe (2-4) is DN 100-DN 150.
5. The wharf rainwater collection, storage, purification and recycling system according to claim 1, wherein: the underground water collecting tank (3-1) collects rainwater purified and treated by a rainwater garden and is connected with a recycling pump (3-3) through a recycling pipeline (3-2); the recycling pump (3-3) conveys the purified rainwater in the water collecting tank (3-1) to a storage yard water consumption point (3-4), a road surface water consumption point (3-5), a green belt water consumption point (3-6) and a living area water consumption point (3-7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110828603.0A CN113529895A (en) | 2021-07-22 | 2021-07-22 | Wharf rainwater collecting, storing, purifying and recycling system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110828603.0A CN113529895A (en) | 2021-07-22 | 2021-07-22 | Wharf rainwater collecting, storing, purifying and recycling system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN113529895A true CN113529895A (en) | 2021-10-22 |
Family
ID=78088596
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202110828603.0A Pending CN113529895A (en) | 2021-07-22 | 2021-07-22 | Wharf rainwater collecting, storing, purifying and recycling system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN113529895A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113501580A (en) * | 2021-07-22 | 2021-10-15 | 长沙理工大学 | Landscape lake water in-situ circulating treatment system |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203613628U (en) * | 2013-12-17 | 2014-05-28 | 李怡 | LID-idea-based hydraulic reclamation harbor district coal storage yard rainwater treatment system |
CN207760992U (en) * | 2017-12-13 | 2018-08-24 | 湖南大辰环保科技有限公司 | A kind of sponge urban cells rainwater-collecting purifies ecological utilization system of regulating and storing |
CN208235696U (en) * | 2018-04-28 | 2018-12-14 | 中铁十五局集团有限公司 | Rainwater garden system based on sponge ecosystem water purification |
CN109356225A (en) * | 2018-11-27 | 2019-02-19 | 上海园林绿化建设有限公司 | A kind of Multifunctional rain ecological utilization system |
CN110241906A (en) * | 2019-06-18 | 2019-09-17 | 清华大学 | Rainwater purification recycling biological gaseous-waste holdup system |
CN209428880U (en) * | 2018-10-11 | 2019-09-24 | 深圳清大同科生态环境有限公司 | A kind of sponge urban rainwater cyclic utilization system |
CN209686564U (en) * | 2019-01-09 | 2019-11-26 | 中冶南方工程技术有限公司 | A kind of small sponge urban ecology rainwater storage cell system |
CN110697907A (en) * | 2019-10-18 | 2020-01-17 | 长沙理工大学 | Immobilized composite flora material and preparation method thereof |
CN110820913A (en) * | 2019-12-04 | 2020-02-21 | 西安建筑科技大学 | Rainwater comprehensive treatment system |
CN110950610A (en) * | 2019-01-24 | 2020-04-03 | 邢台建工商品混凝土有限公司 | Sponge body pervious concrete and preparation method and application thereof |
CN210369190U (en) * | 2019-05-13 | 2020-04-21 | 苏州聚晟太阳能科技股份有限公司 | Movable environment-friendly toilet with automatic water supply function |
CN210737723U (en) * | 2019-06-18 | 2020-06-12 | 清华大学 | Rainwater purification and reuse biological retention system |
-
2021
- 2021-07-22 CN CN202110828603.0A patent/CN113529895A/en active Pending
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203613628U (en) * | 2013-12-17 | 2014-05-28 | 李怡 | LID-idea-based hydraulic reclamation harbor district coal storage yard rainwater treatment system |
CN207760992U (en) * | 2017-12-13 | 2018-08-24 | 湖南大辰环保科技有限公司 | A kind of sponge urban cells rainwater-collecting purifies ecological utilization system of regulating and storing |
CN208235696U (en) * | 2018-04-28 | 2018-12-14 | 中铁十五局集团有限公司 | Rainwater garden system based on sponge ecosystem water purification |
CN209428880U (en) * | 2018-10-11 | 2019-09-24 | 深圳清大同科生态环境有限公司 | A kind of sponge urban rainwater cyclic utilization system |
CN109356225A (en) * | 2018-11-27 | 2019-02-19 | 上海园林绿化建设有限公司 | A kind of Multifunctional rain ecological utilization system |
CN209686564U (en) * | 2019-01-09 | 2019-11-26 | 中冶南方工程技术有限公司 | A kind of small sponge urban ecology rainwater storage cell system |
CN110950610A (en) * | 2019-01-24 | 2020-04-03 | 邢台建工商品混凝土有限公司 | Sponge body pervious concrete and preparation method and application thereof |
CN210369190U (en) * | 2019-05-13 | 2020-04-21 | 苏州聚晟太阳能科技股份有限公司 | Movable environment-friendly toilet with automatic water supply function |
CN110241906A (en) * | 2019-06-18 | 2019-09-17 | 清华大学 | Rainwater purification recycling biological gaseous-waste holdup system |
CN210737723U (en) * | 2019-06-18 | 2020-06-12 | 清华大学 | Rainwater purification and reuse biological retention system |
CN110697907A (en) * | 2019-10-18 | 2020-01-17 | 长沙理工大学 | Immobilized composite flora material and preparation method thereof |
CN110820913A (en) * | 2019-12-04 | 2020-02-21 | 西安建筑科技大学 | Rainwater comprehensive treatment system |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113501580A (en) * | 2021-07-22 | 2021-10-15 | 长沙理工大学 | Landscape lake water in-situ circulating treatment system |
CN113501580B (en) * | 2021-07-22 | 2023-11-24 | 长沙理工大学 | In-situ circulation treatment system for landscape lake water |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2020253797A1 (en) | Integrated shore zone system for on-site treatment of river and lake sludge, and use therefof | |
CN205189098U (en) | A rainwater garden for building district | |
CN101172822A (en) | Multi-medium stephanoporate water quality purifying permeable material | |
CN201762212U (en) | Wastewater disposal system for artificial wetlands | |
CN112225408A (en) | System and method for ecological pollution control treatment of urban runoff rainwater resources | |
CN110818196A (en) | System and method for purifying and recycling surface runoff water resource | |
CN105600936A (en) | All-season running sewage land treatment system | |
CN112158958B (en) | Artificial rainwater wetland system for sponge city construction for removing pollutants in strengthening manner | |
CN113582444B (en) | Collecting, purifying and recycling process for runoff pollution of dry bulk cargo wharf | |
CN113603291A (en) | Wharf rainwater collecting, purifying and recycling process | |
CN201648120U (en) | Vertical flow-horizontal subsurface flow composite artificial wetland | |
CN107986585A (en) | A kind of biology is detained storage pond | |
CN113529895A (en) | Wharf rainwater collecting, storing, purifying and recycling system | |
CN108951545A (en) | Porous box water purifying revetment system | |
CN205294963U (en) | A soil filtration system device for highway affiliated facilities sewage treatment along line | |
CN101913730A (en) | Artificial wetland sewage treatment method and system | |
CN113582441B (en) | Collecting, purifying and recycling system for pollution runoff of dry bulk cargo wharf | |
CN113501580B (en) | In-situ circulation treatment system for landscape lake water | |
CN107935357B (en) | On-site dredging sediment treatment system and treatment method | |
CN112979134B (en) | Granular bioretention facility medium layer filler made of waterworks residual mud | |
CN210711159U (en) | Rainwater is detained and processing apparatus | |
CN113480099A (en) | In-situ circulating treatment process for landscape lake water | |
CN210595704U (en) | River runoff rainwater pollution treatment structure | |
CN208830258U (en) | Porous box water purifying revetment system | |
CN112144765A (en) | Green roof and rainwater purification coupled system for sponge city construction |
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 |