CN102418426A - Double-layer undercurrent artificial wetland landscape pond and method thereof for recovering and treating urban roof rainwater - Google Patents
Double-layer undercurrent artificial wetland landscape pond and method thereof for recovering and treating urban roof rainwater Download PDFInfo
- Publication number
- CN102418426A CN102418426A CN2011102433761A CN201110243376A CN102418426A CN 102418426 A CN102418426 A CN 102418426A CN 2011102433761 A CN2011102433761 A CN 2011102433761A CN 201110243376 A CN201110243376 A CN 201110243376A CN 102418426 A CN102418426 A CN 102418426A
- Authority
- CN
- China
- Prior art keywords
- pond
- drowned flow
- rainwater
- double
- deck
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 108
- 230000001105 regulatory effect Effects 0.000 claims abstract description 36
- 238000001914 filtration Methods 0.000 claims abstract description 25
- 230000001112 coagulating effect Effects 0.000 claims abstract description 15
- 230000001954 sterilising effect Effects 0.000 claims abstract description 15
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 15
- 238000012545 processing Methods 0.000 claims abstract description 14
- 238000004064 recycling Methods 0.000 claims abstract description 14
- 238000004062 sedimentation Methods 0.000 claims description 18
- 239000002068 microbial inoculum Substances 0.000 claims description 12
- 238000010079 rubber tapping Methods 0.000 claims description 9
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 8
- 229910052782 aluminium Inorganic materials 0.000 claims description 8
- 239000004411 aluminium Substances 0.000 claims description 8
- 229920002401 polyacrylamide Polymers 0.000 claims description 8
- 230000008676 import Effects 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 4
- 238000005345 coagulation Methods 0.000 claims description 4
- 230000009471 action Effects 0.000 claims description 3
- 230000008859 change Effects 0.000 claims description 3
- 150000001875 compounds Chemical class 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 238000004078 waterproofing Methods 0.000 claims description 2
- 238000011084 recovery Methods 0.000 abstract description 3
- 238000000926 separation method Methods 0.000 abstract 2
- 239000002184 metal Substances 0.000 abstract 1
- 238000005192 partition Methods 0.000 abstract 1
- 230000001376 precipitating effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 17
- 230000002265 prevention Effects 0.000 description 9
- 241000894006 Bacteria Species 0.000 description 8
- 241000196324 Embryophyta Species 0.000 description 7
- 238000000746 purification Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 5
- 239000010865 sewage Substances 0.000 description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 4
- 229910021536 Zeolite Inorganic materials 0.000 description 4
- 230000015556 catabolic process Effects 0.000 description 4
- 238000006731 degradation reaction Methods 0.000 description 4
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 4
- 230000000243 photosynthetic effect Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000010457 zeolite Substances 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 239000000706 filtrate Substances 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 239000008213 purified water Substances 0.000 description 3
- 241000193403 Clostridium Species 0.000 description 2
- 241000605159 Nitrobacter Species 0.000 description 2
- 241000589774 Pseudomonas sp. Species 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 239000000498 cooling water Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 230000003134 recirculating effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 229940070527 tourmaline Drugs 0.000 description 1
- 229910052613 tourmaline Inorganic materials 0.000 description 1
- 239000011032 tourmaline Substances 0.000 description 1
Images
Landscapes
- Physical Water Treatments (AREA)
Abstract
The invention discloses a double-layer undercurrent artificial wetland landscape pond and method thereof for recovering and treating urban roof rainwater, relates to a landscape reservoir and a method thereof for recovering and treating urban rainwater, and aims to solve the problem that the rainwater recovery system cannot meet the requirements of continuously purifying and treating rainwater all the year around in northern cold-region cities. The double-layer undercurrent artificial wetland landscape pond consists of a landscape pond, upper layer horizontal undercurrent, a partition plate layer, lower layer horizontal undercurrent, a foundation layer, a water inlet regulating reservoir, a collection tank, a submersible pump, a circulating pipe, a drain pipe, a left water separation valve, a right water separation valve, a left filter wall, a right filter wall and a metal grille. The method specifically comprises the following steps of: 1, collecting rainwater; 2, coagulating and precipitating; 3, filtering; 4, performing ultraviolet sterilization; 5, injecting into the double-layer undercurrent artificial wetland landscape pond to perform deep processing; and 6, making the treated rainwater for later use. The pond and the method are mainly used for rainwater recovery and recycling and urban beautification of the northern cold-region cities.
Description
Technical field
The present invention relates to the method for view reservoir and recycling urban rainwater thereof.
Background technology
Rainwater taking back and process technology is generally paid attention under the trend of current urban ecology construction; Various retaining prevention waterlogging system engenders, concludes and gets up to mainly contain following three kinds of modes: discongest formula retaining prevention waterlogging system, accumulate formula retaining prevention waterlogging system and the formula retaining of infiltrating prevention waterlogging system.Not only conserve water resource appears in retaining prevention waterlogging system, has also beautified our city simultaneously.Condition restriction is bigger but existing equipment receives weather, and winter, treatment effect was relatively poor; Floor space is relatively large, and specific load is smaller.Especially in city, northern cold ground because winter is very long, weather is harsh, adopts existing rainwater taking back and process technology can't realize continuing throughout the year to carry out the purification and the processing requirements of rainwater in the three grades of operations of spring and summer autumn; Therefore the existence of existing rainwater taking back and process technology can not be satisfied the problem that city, northern cold ground continues to carry out the purification and the processing of rainwater throughout the year.
Summary of the invention
The present invention seeks to solve the existence of existing rainwater taking back and process technology and can not satisfy the problem that city, northern cold ground continues to carry out the purification and the processing of rainwater throughout the year, and the method for a kind of double-deck drowned flow artificial wet land landscape pond and recycling Urban roof rainwater thereof is provided.
Double-deck drowned flow artificial wet land landscape pond of the present invention is filtered wall, is rightly filtered wall and metallic grid is formed by view pond, upper strata horizontal drowned flow, carrier ring, lower floor's horizontal drowned flow, ground layer, water inlet regulating reservoir, collection joint pond, submersible pump, circulating water pipe, tapping pipe, left water proof valve, right water proof valve, a left side; The view pond is arranged on horizontal drowned flow top, upper strata; The upper strata horizontal drowned flow is laid on the carrier ring top; Be provided with lower floor's horizontal drowned flow between carrier ring and the ground layer; In the view pond, a side of upper strata horizontal drowned flow and lower floor's horizontal drowned flow is provided with into water regulating reservoir, and opposite side is provided with collection joint pond, adopts a left side to filter will intake regulating reservoir and view pond, upper strata horizontal drowned flow and lower floor's horizontal drowned flow of wall and separates; And the water inlet regulating reservoir is divided into two parts up and down by carrier ring and left water proof valve; Adopt the right wall that filters collect the joint pond and separate, and collection joint pond is divided into three parts in upper, middle and lower by carrier ring, right water proof valve and metallic grid, submersible pump is set collecting on the ground layer that saves the bottom, pond with view pond, upper strata horizontal drowned flow and lower floor's horizontal drowned flow; On the ground layer of bottom side tapping pipe is set, submersible pump is connected with the view pond through circulating water pipe.
Utilize the method for double-deck drowned flow artificial wet land landscape pond recycling Urban roof rainwater, specifically accomplish according to the following steps: one, collect rainwater; Two, coagulating sedimentation; Three, filter; Four, ultraviolet-sterilization; Five, inject double-deck drowned flow artificial wet land landscape pond of the present invention and carry out advanced treating; Six, the rainwater after the processing is subsequent use.
Contrast existing system for reclaiming rainwater, there is advantage in the method for the double-deck drowned flow artificial wet land landscape pond recycling of utilization provided by the invention Urban roof rainwater: the purification and the processing requirements of one, realizing continuing throughout the year to carry out rainwater; Two, except planting original water plant, in wetland, add efficient engineering microbial inoculum in addition, effectively improve winter low temperature phase clean-up effect; Three, increase pretreatment system, improve water inlet stability, reduced impact load, adopt the preaeration oxygen supply to improve the treatment effect of wetland, avoid the generation of anaerobic conditions; Four, the sewage of handling through the over-wet land passes through the landscape water body treatment system once more, reaches the effect of landscape water reuse, has not only further purified water quality, also views and admires view for city and small towns provide.
Description of drawings
Fig. 1 is the structural representation of double-deck drowned flow artificial wet land landscape pond.
The specific embodiment
The specific embodiment one: combine a kind of double-deck drowned flow artificial wet land landscape pond of this embodiment of Fig. 1, concrete structure is following:
Double-deck drowned flow artificial wet land landscape pond is filtered wall 14, is rightly filtered wall 15 and metallic grid 16 is formed by view pond 1, upper strata horizontal drowned flow 2, carrier ring 3, lower floor's horizontal drowned flow 4, ground layer 5, water inlet regulating reservoir 6, collection joint pond 7, submersible pump 8, circulating water pipe 9, tapping pipe 10, left water proof valve 12, right water proof valve 13, a left side; View pond 1 is arranged on the upper strata horizontal drowned flow 2; Upper strata horizontal drowned flow 2 is laid on carrier ring 3 tops; Be provided with lower floor's horizontal drowned flow 4 between carrier ring 3 and the ground layer 5; In view pond 1, a side of upper strata horizontal drowned flow 2 and lower floor's horizontal drowned flow 4 is provided with into water regulating reservoir 6; And opposite side is provided with collection joint pond 7; Adopt a left side to filter wall 14 regulating reservoir 6 of will intake and separate, and water inlet regulating reservoir 6 is divided into two parts up and down by carrier ring 3 and left water proof valve 12, adopt the right wall 15 that filters collect and save pond 7 and view pond 1, upper strata horizontal drowned flow 2 and lower floor's horizontal drowned flow 4 separate with view pond 1, upper strata horizontal drowned flow 2 and lower floor's horizontal drowned flow 4; And collection joint pond 7 is divided into three parts in upper, middle and lower by carrier ring 3, right water proof valve 13 and metallic grid 16; On the ground layer 5 of collection joint 7 bottoms, pond, submersible pump 8 is set, tapping pipe 10 is set on the bottom side ground layer 5, submersible pump 8 is connected with view pond 1 through circulating water pipe 9.
Can be set to Hua Chi, landscape lawn, water plant planting pond or landscape pond on the view pond 1 of the double-deck drowned flow artificial wet land landscape pond of this embodiment, perhaps be set to water landscapes such as fountain, folded water, waterwall, instillation.Mainly move upper strata horizontal drowned flow 2 at spring, summer, Qiu Sanji; Water proof valve in the water inlet regulating reservoir 6 is in closed condition; When the storm period rainfall is excessive; Can open the left water proof valve 12 in the water regulating reservoir 6 into, start upper strata horizontal drowned flow 2 and lower floor's horizontal drowned flow 4 purified treatment rainwater together simultaneously, prevent that rainwater from overflowing; Right water proof valve 13 in spring, summer, Qiu Sanji collection joint pond is in opening; Rainwater after purified treatment is through submersible pump 8; Send the face of land back to through circulating water pipe 9; Can be used for greening water spill, carwash, water for fire, the moisturizing of view pond and large-size air conditioning system cools tower water etc., on the bottom ground layer in collection joint pond tapping pipe 10 is set, regularly remove mud.Mainly move lower floor's horizontal drowned flow winter; Open the left water proof valve 12 in the water inlet regulating reservoir 6; Rainwater that spring, summer, autumn have been untreated and snow-broth (be mainly roofing and garden lawn accumulated snow forms after treatment) are put into into water regulating reservoir 6 bottoms and lower floor's horizontal drowned flow 4; Close the right water proof valve 13 in left water proof valve 12 and the collection joint pond 7 in the water regulating reservoir 6 into then; Utilize 4 pairs of rainwater of lower floor's horizontal drowned flow or snow-broth to carry out advanced treating, rainwater after purified treatment or snow-broth can be used for carwash and water for fire, perhaps retain to 1 year spring to be used to clean street mud.
The double-deck drowned flow artificial wet land landscape pond of this embodiment is in storm period; Can store a large amount of rainwater, alleviate the pressure of heavy rain, as a kind of prevention waterlogging system of integral body urban sewerage and drainage system; Can also the rainwater that gently pollutes be recycled simultaneously, reduce cost of water treatment.
This embodiment realizes continuing throughout the year to carry out the purification and the processing requirements of rainwater.
This embodiment adds efficient engineering microbial inoculum in addition except planting original water plant in wetland, effectively improve winter low temperature phase clean-up effect.
This embodiment increases pretreatment system, improves water inlet stability, has reduced impact load, adopts the preaeration oxygen supply to improve the treatment effect of wetland, avoids the generation of anaerobic conditions.
The sewage that this embodiment is handled through the over-wet land passes through the landscape water body treatment system once more, reaches the effect of landscape water reuse, has not only further purified water quality, also views and admires view for city and small towns provide.
The specific embodiment two: this embodiment with the specific embodiment one difference is: described view pond 1 is soil or water.Other is identical with the specific embodiment one.
When the view pond 1 of this embodiment is soil, can in view pond 1, plant flowers and plants; When view pond 1 is water, can be in view pond 1 planting aquatic plants, also can in view pond 1, water landscape be set, like water landscapes such as fountain, folded water, waterwall, instillation.
The specific embodiment three: this embodiment with one of the specific embodiment one or two difference is: the main preparation material of described upper strata horizontal drowned flow 2 is cobble, lava, zeolite.Other is identical with the specific embodiment one or two.
The double-deck drowned flow artificial wet land landscape pond of this embodiment, adopting cobble, lava, zeolite is that the upper strata horizontal drowned flow 2 that primary raw material prepares can play the effect of filtering and supporting.
The specific embodiment four: this embodiment with one of the specific embodiment one to three difference is: described lower floor horizontal drowned flow 4 is to adopt various filtrates as carrier; Add efficient engineering microbial inoculum; Described filtrate is zeolite, pelelith, active carbon or bamboo carbon; Described efficient engineering microbial inoculum is efficient COD degradation bacteria, PSB photosynthetic bacteria or nitrifier, and is wherein said; Efficient COD degradation bacteria is a Clostridium Daqing sp.nov. (preserving number: CGMCC No.1911); Wherein said PSB photosynthetic bacteria is that (preserving number: ACCC10657), wherein said nitrifier is a Nitrobacter sp (preserving number: ATCC-25388 to Pseudomonas sp
TM).Other is identical with the specific embodiment one to three.
The double-deck drowned flow artificial wet land landscape pond of this embodiment owing to adopt various filtrates as carrier, plays the effect of filtering and adsorbing pollutant and microorganism immobilization carrier, adopts efficient engineering microbial inoculum that sewage is carried out advanced treating.
The specific embodiment five: this embodiment with one of the specific embodiment one to four difference is: described ground layer 5 from top to bottom divides has the floating layer of cement mortar 5-1, waterproofing course 5-2, cement mortar screeding layer 5-3, reinforced concrete floor 5-4, C15 layer of concrete 5-5, grey soil layer 5-6 and rammed earth layer 5-7.Other is identical with the specific embodiment one to four.
The specific embodiment six: this embodiment with one of the specific embodiment one to five difference is: the last device of described circulating water pipe 9 and tapping pipe 10 has anti-hydrofoil ring 11.Other and the specific embodiment one to five are together.
The double-deck drowned flow artificial wet land landscape pond of this embodiment owing to there is anti-hydrofoil ring to prevent pipe leakage and corrosion, also is a kind of protective effect to pipeline simultaneously.
The specific embodiment seven: this embodiment with one of the specific embodiment one to six difference is: ground layer 5 both sides at described submersible pump 8 places increase one deck ash soil layer.Other and the specific embodiment one to six phase are together.
The double-deck drowned flow artificial wet land landscape pond of this embodiment, increasing one deck ash soil layer in ground layer 5 both sides at submersible pump 8 places is in order to play the anti-reinforcement effect that blends.
The specific embodiment eight: this embodiment with one of the specific embodiment one to seven difference is: what fill in the described water inlet regulating reservoir 6 is the bigger filler in space: activated carbon, zeolite or tourmaline.Other is identical with the specific embodiment one to seven.
The double-deck drowned flow artificial wet land landscape pond of this embodiment, adopting the bigger filler in space mainly is the filtration of playing the bulky grain thing.
The specific embodiment nine: this embodiment with one of the specific embodiment one to eight difference is: it is by reinforcing bar and grid preparation with the right wall 15 that filters that wall 14 is filtered on a described left side.Other is identical with the specific embodiment one to eight.
The double-deck drowned flow artificial wet land landscape pond of this embodiment adopts reinforcing bar can play the stabilization of building framework and pond body structure, and the employing grid stops the filler in the water regulating reservoir 6 into, and can guarantee to filter out the bulky grain in the sewage.
The specific embodiment ten: this embodiment utilizes the specific embodiment one described double-deck drowned flow artificial wet land landscape pond that a kind of method that recycles the Urban roof rainwater is provided, and specifically accomplishes according to the following steps:
One, collects rainwater; Two, coagulating sedimentation; Three, filter; Four, ultraviolet-sterilization; Five, inject the specific embodiment one described double-deck drowned flow artificial wet land landscape pond and carry out advanced treating; Six, the rainwater after the processing is subsequent use.
This embodiment is a method of utilizing double-deck drowned flow artificial wet land landscape pond recycling Urban roof rainwater, and this method not only can have been saved the urban green space through being used for the support to the view in view pond to polluting after lower rainwater is handled; The maintenance cost of water landscape; But also can the water in the collection joint pond be used to water spill, the various aspects of lives such as carwash, water for fire, in storm period, through moving upper strata horizontal drowned flow and lower floor's horizontal drowned flow simultaneously; Alleviate the pressure of heavy rain to urban sewerage and drainage system; As a kind of prevention waterlogging system of integral body, can also the rainwater that gently pollutes be recycled simultaneously, reduce cost of water treatment.
Rainwater at rainfall initial stage COD near 80~120mg/L; SS is in 70mg/L~90mg/L scope, and TP is near 0.4mg/L, through behind the initial stage runoff; Rainwater water quality improves; Rainfall later stage COD is 20mg/L~18mg/L, and SS is 10mg/L~8mg/L, after the processing of this embodiment in the reservoir COD value of water be 13~16mg/L; Suspension 3~6mg/L, water quality reach " building with sub-district rainwater utilization engineering legislation " (GB50400-2006) with " Code for design of industrial recirculating cooling water treatment " (GB50050-2007) in the regenerated water water quality requirement.
This embodiment is applicable to the comprehensive development of the other landscape planting carrying space of Gongjian's cohort or residential community; Can combine housing estate storm-water drainage open channel, the buried large-scale reservoir in city, fire cistern to use; Or the path space that utilizes the city carries out combining of rainwater reuse and view; Both can be used as independently rainwater recovery and city prevention waterlogging system, also can be used as a plug-in cycling element of original urban sewerage and drainage system, all can use in big or middle and small city.
This embodiment realizes continuing throughout the year to carry out the purification and the processing requirements of rainwater.
This embodiment adds efficient engineering microbial inoculum in addition except planting original water plant in wetland, effectively improve winter low temperature phase clean-up effect.
This embodiment increases pretreatment system, improves water inlet stability, has reduced impact load, adopts the preaeration oxygen supply to improve the treatment effect of wetland, avoids the generation of anaerobic conditions.
The sewage that this embodiment is handled through the over-wet land passes through the landscape water body treatment system once more, reaches the effect of landscape water reuse, has not only further purified water quality, also views and admires view for city and small towns provide.
The specific embodiment 11: this embodiment with the difference of the specific embodiment ten is: the coagulating sedimentation described in the step 2 is that rainwater is injected the high density sedimentation basin; Add aluminium polychloride and polyacrylamide coagulation; The addition of aluminium polychloride is 10mg/L~20mg/L, and the addition of polyacrylamide is that 1mg/L~5mg/L, hydraulic detention time are 10min~30min.Other is identical with the specific embodiment ten.
The specific embodiment 12: this embodiment with one of the specific embodiment ten or 11 difference is: the coagulating sedimentation described in the step 2 is that rainwater is injected the high density sedimentation basin; Add aluminium polychloride and polyacrylamide coagulation; The addition of aluminium polychloride is 15mg/L, and the addition of polyacrylamide is that 3mg/L, hydraulic detention time are 20min.Other is identical with the specific embodiment ten or 11.
The specific embodiment 13: this embodiment with one of the specific embodiment ten to 12 difference is: the filtration described in the step 3 is that rainwater is injected V-type filter tank through the drainage pump, and the filtering velocity in V-type filter tank is 4~15m/h, and gas is 130L/s.m towards intensity
2~160L/s.m
2Other is identical with one of the specific embodiment nine or 11.
The specific embodiment 14: this embodiment with one of the specific embodiment ten to 13 difference is: the filtration described in the step 3 is that rainwater is injected V-type filter tank through the drainage pump, and the filtering velocity in V-type filter tank is 10m/h, and gas is 150L/s.m towards intensity
2Other is identical with the specific embodiment ten or 13.
The specific embodiment 15: this embodiment with one of the specific embodiment ten to 14 difference is: the uitraviolet intensity of the ultraviolet sterilization described in the step 4 is 150uW/cm
2~250uW/cm
2, sterilizing time is 30min~50min.Other is identical with the specific embodiment ten or 14.
The specific embodiment 16: this embodiment with one of the specific embodiment ten to 15 difference is: the uitraviolet intensity of the ultraviolet sterilization described in the step 4 is 200uW/cm
2, sterilizing time is 40min.Other is identical with the specific embodiment ten or 15.
The specific embodiment 17: this embodiment with one of the specific embodiment ten to 16 difference is: inject the specific embodiment one described double-deck drowned flow artificial wet land landscape pond described in the step 5 and carry out advanced treating; Specifically be to carry out according to the following steps: when spring, summer, Qiu Sanji; After rainwater is collected; After coagulating sedimentation, filtration and ultraviolet sterilization are handled, feed in the double-deck drowned flow artificial wet land landscape pond; Filter out particle diameter >=1mm solid particle through water inlet regulating reservoir 6 tops, filter wall 14 injection upper strata horizontal drowned flows 2 through a left side then, utilize the compound action in upper strata horizontal drowned flow 2 and view pond 1 that the rainwater after filtering through water inlet regulating reservoir 6 tops is carried out advanced treating; Filter wall 15 through the right side at last and import in the collection joint ponds 7, change reservoir over to or send face of land utilization back to through submersible pump 8; Put into the into bottom of water regulating reservoir 6 with the rainwater after coagulating sedimentation, filtration and ultraviolet sterilization are handled that spring, summer, Qiu Sanji collect winter; Filter wall 14 through a left side then and inject lower floor's horizontal drowned flow 4; The rainwater that utilizes the efficient engineering microbial inoculum in lower floor's horizontal drowned flow 4 to pass through after filter water inlet regulating reservoir 6 bottoms carries out advanced treating; Import in the collection joint ponds 7 through right side filtration wall 15 at last, going underground through submersible pump 8 is incubated reservoir or sends face of land utilization back to.
Insulation effect is played to bottom, lower floor's horizontal drowned flow 4 and collecting-tank 7 middle parts and the top of water inlet regulating reservoir 6 in water inlet regulating reservoir 6 tops, view pond 1, upper strata horizontal drowned flow 2, carrier ring 3 and collecting-tank 7 tops of the double-deck drowned flow artificial wet land landscape pond of this embodiment utilization, guarantees can normally move in the winter time.
The left side of the double-deck drowned flow artificial wet land landscape pond of this embodiment is filtered wall 14 and is filtered wall 15 because the influence of efficient engineering microbial inoculum can be adhered to one deck biomembrane with right, increases filter effect.
Efficient engineering microbial inoculum in the said lower floor of this embodiment horizontal drowned flow 4 is efficient COD degradation bacteria, PSB photosynthetic bacteria or nitrifier; Wherein said efficient COD degradation bacteria is a Clostridium Daqing sp.nov. (preserving number: CGMCCNo.1911); Wherein said PSB photosynthetic bacteria is that (preserving number: ACCC10657), wherein said nitrifier is a Nitrobacter sp (preserving number: ATCC-25388 to Pseudomonas sp
TM).
The specific embodiment 18: this embodiment utilizes the specific embodiment nine described double-deck drowned flow artificial wet land landscape ponds that a kind of method of recycling the Urban roof rainwater is provided, and specifically accomplishes according to the following steps: one, collect rainwater; Two, coagulating sedimentation; Three, filter; Four, ultraviolet-sterilization; Five, inject the specific embodiment nine described double-deck drowned flow artificial wet land landscape ponds and carry out advanced treating; Six, the rainwater after the processing is subsequent use.
Coagulating sedimentation described in this embodiment step 2 is that rainwater is injected the high density sedimentation basin; Add aluminium polychloride and polyacrylamide coagulation; The addition of aluminium polychloride is 15mg/L, and the addition of polyacrylamide is that 3mg/L, hydraulic detention time are 20min.
Filtration described in this embodiment step 3 is that rainwater is injected V-type filter tank through the drainage pump, and the filtering velocity in V-type filter tank is 10m/h, and gas is 150L/s.m towards intensity
2
The uitraviolet intensity of the ultraviolet sterilization described in this embodiment step 4 is 200uW/cm
2, sterilizing time is 40min.
Adopting double-layer artificial wetland system to carry out advanced treating described in this embodiment step 5 is to carry out according to the following steps: when spring, summer, Qiu Sanji; After rainwater is collected; After coagulating sedimentation, filtration and ultraviolet sterilization are handled, feed in the double-deck drowned flow artificial wet land landscape pond; Filter out particle diameter >=1mm solid particle through water inlet regulating reservoir 6 tops, filter wall 14 injection upper strata horizontal drowned flows 2 through a left side then, utilize the compound action in upper strata horizontal drowned flow 2 and view pond 1 that the rainwater after filtering through water inlet regulating reservoir 6 tops is carried out advanced treating; Filter wall 15 through the right side at last and import in the collection joint ponds 7, change reservoir over to or send face of land utilization back to through submersible pump 8; Put into the into bottom of water regulating reservoir 6 with the rainwater after coagulating sedimentation, filtration and ultraviolet sterilization are handled that spring, summer, Qiu Sanji collect winter; Filter wall 14 through a left side then and inject lower floor's horizontal drowned flow 4; The rainwater that utilizes the efficient engineering microbial inoculum in lower floor's horizontal drowned flow 4 to pass through after filter water inlet regulating reservoir 6 bottoms carries out advanced treating; Import in the collection joint ponds 7 through right side filtration wall 15 at last, going underground through submersible pump 8 is incubated reservoir or sends face of land utilization back to.
Insulation effect is played to bottom, lower floor's horizontal drowned flow 4 and collecting-tank 7 middle parts and the top of water inlet regulating reservoir 6 in water inlet regulating reservoir 6 tops, view pond 1, upper strata horizontal drowned flow 2, carrier ring 3 and collecting-tank 7 tops of the double-deck drowned flow artificial wet land landscape pond of this embodiment utilization, guarantees can normally move in the winter time.
The left side of the double-deck drowned flow artificial wet land landscape pond of this embodiment is filtered wall 14 and is filtered wall 15 because the influence of efficient engineering microbial inoculum can be adhered to one deck biomembrane with right, increases filter effect.
This embodiment is a method of utilizing double-deck drowned flow artificial wet land landscape pond recycling Urban roof rainwater, and this method not only can have been saved the urban green space through being used for the support to the view in view pond to polluting after lower rainwater is handled; The maintenance cost of water landscape; But also can the water in the collection joint pond be used to water spill, the various aspects of lives such as carwash, water for fire, in storm period, through moving upper strata horizontal drowned flow and lower floor's horizontal drowned flow simultaneously; Alleviate the pressure of heavy rain to urban sewerage and drainage system; As a kind of prevention waterlogging system of integral body, can also the rainwater that gently pollutes be recycled simultaneously, reduce cost of water treatment; And can realize continuing throughout the year to carry out the purification and the processing requirements of rainwater.Rainwater at rainfall initial stage COD near 80~120mg/L; SS is in 70mg/L~90mg/L scope, and TP is near 0.4mg/L, through behind the initial stage runoff; Rainwater water quality improves; Rainfall later stage COD is 20mg/L~18mg/L, and SS is 10mg/L~8mg/L, after the processing of this embodiment in the reservoir COD value of water be 14mg/L; Suspension 4mg/L, water quality reach " building with sub-district rainwater utilization engineering legislation " (GB50400-2006) with " Code for design of industrial recirculating cooling water treatment " (GB50050-2007) in the regenerated water water quality requirement.
Claims (8)
1. double-deck drowned flow artificial wet land landscape pond; It is characterized in that double-deck drowned flow artificial wet land landscape pond is filtered wall (14), rightly filtered wall (15) and metallic grid (16) is formed by view pond (1), upper strata horizontal drowned flow (2), carrier ring (3), lower floor's horizontal drowned flow (4), ground layer (5), water inlet regulating reservoir (6), collection joint pond (7), submersible pump (8), circulating water pipe (9), tapping pipe (10), left water proof valve (12), right water proof valve (13), a left side; View pond (1) is arranged on upper strata horizontal drowned flow (2) top; Upper strata horizontal drowned flow (2) is laid on carrier ring (3) top; Be provided with lower floor's horizontal drowned flow (4) between carrier ring (3) and the ground layer (5); Side at view pond (1), upper strata horizontal drowned flow (2) and lower floor's horizontal drowned flow (4) is provided with into water regulating reservoir (6); And opposite side is provided with collection joint pond (7); Adopt a left side to filter wall (14) regulating reservoir (6) of will intake and separate, and water inlet regulating reservoir (6) is divided into two parts up and down by carrier ring (3) and left water proof valve (12), adopt right filtration wall (15) to collect to save pond (7) and view pond (1), upper strata horizontal drowned flow (2) and lower floor's horizontal drowned flow (4) separate with view pond (1), upper strata horizontal drowned flow (2) and lower floor's horizontal drowned flow (4); And collection joint pond (7) is divided into three parts in upper, middle and lower by carrier ring (3), right water proof valve (13) and metallic grid (16); On the ground layer (5) of collection joint bottom, pond (7), submersible pump (8) is set, tapping pipe (10) is set on the bottom side ground layer (5), submersible pump (8) is connected with view pond (1) through circulating water pipe (9).
2. double-deck drowned flow artificial wet land landscape pond according to claim 1 is characterized in that described ground layer (5) divides the floating layer of cement mortar (5-1), waterproofing course (5-2), cement mortar screeding layer (5-3), reinforced concrete floor (5-4), C 15 layer of concrete (5-5), grey soil layer (5-6) and rammed earth layer (5-7) are arranged from top to bottom.
3. double-deck drowned flow artificial wet land landscape pond according to claim 2 is characterized in that the last device of described circulating water pipe (9) and tapping pipe (10) has anti-hydrofoil ring (11).
4. utilize the method for the described double-deck drowned flow artificial wet land landscape pond recycling of claim 1 Urban roof rainwater, it is characterized in that the method for recycling the Urban roof rainwater specifically accomplishes according to the following steps: one, collect rainwater; Two, coagulating sedimentation; Three, filter; Four, ultraviolet-sterilization; Five, inject the described double-deck drowned flow artificial wet land landscape pond of claim 1 and carry out advanced treating; Six, the rainwater after the processing is subsequent use.
5. the method for the double-deck drowned flow artificial wet land landscape pond recycling of utilization according to claim 4 Urban roof rainwater; It is characterized in that described coagulating sedimentation is that rainwater is injected the high density sedimentation basin; Add aluminium polychloride and polyacrylamide coagulation; The addition of aluminium polychloride is 10mg/L~20mg/L, and the addition of polyacrylamide is that 1mg/L~5mg/L, hydraulic detention time are 10min~30min.
6. the method for the double-deck drowned flow artificial wet land landscape pond recycling of utilization according to claim 5 Urban roof rainwater; It is characterized in that described filtration is that rainwater is injected V-type filter tank through the drainage pump; The filtering velocity in V-type filter tank is 4~15m/h, and gas is 130L/s.m towards intensity
2~160L/s.m
2
7. the method for the double-deck drowned flow artificial wet land landscape pond recycling of utilization according to claim 6 Urban roof rainwater, the uitraviolet intensity that it is characterized in that described ultraviolet sterilization is 150uW/cm
2~250uW/cm
2, sterilizing time is 30min~50min.
8. recycle the method for Urban roof rainwater according to claim 4,5, the double-deck drowned flow artificial wet land landscape pond of 6 or 7 described utilizations; It is characterized in that injecting in the step 5 the described double-deck drowned flow artificial wet land landscape pond of claim 1 and carry out advanced treating; Specifically be to carry out according to the following steps: when spring, summer, Qiu Sanji; After rainwater is collected; After coagulating sedimentation, filtration and ultraviolet sterilization are handled, feed in the double-deck drowned flow artificial wet land landscape pond; Filter out particle diameter >=1mm solid particle through water inlet regulating reservoir (6) top, filter wall (14) through a left side then and inject upper strata horizontal drowned flow (2), utilize the compound action of upper strata horizontal drowned flow (2) and view pond (1) that the rainwater after filtering through water inlet regulating reservoir (6) top is carried out advanced treating; Filter wall (15) through the right side at last and import in the collection joint pond (7), change reservoir over to or send face of land utilization back to through submersible pump (8); Put into the into bottom of water regulating reservoir (6) with the rainwater after coagulating sedimentation, filtration and ultraviolet sterilization are handled that spring, summer, Qiu Sanji collect winter; Filter wall (14) through a left side then and inject lower floor's horizontal drowned flow (4); The rainwater that utilizes the efficient engineering microbial inoculum in lower floor's horizontal drowned flow (4) to pass through after filter water inlet regulating reservoir (6) bottom carries out advanced treating; Import in the collection joint pond (7) through right side filtration wall (15) at last, going underground through submersible pump (8) is incubated reservoir or sends face of land utilization back to.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201110243376 CN102418426B (en) | 2011-08-23 | 2011-08-23 | Double-layer undercurrent artificial wetland landscape pond and method thereof for recovering and treating urban roof rainwater |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201110243376 CN102418426B (en) | 2011-08-23 | 2011-08-23 | Double-layer undercurrent artificial wetland landscape pond and method thereof for recovering and treating urban roof rainwater |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102418426A true CN102418426A (en) | 2012-04-18 |
CN102418426B CN102418426B (en) | 2013-08-14 |
Family
ID=45943051
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201110243376 Expired - Fee Related CN102418426B (en) | 2011-08-23 | 2011-08-23 | Double-layer undercurrent artificial wetland landscape pond and method thereof for recovering and treating urban roof rainwater |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102418426B (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704368A (en) * | 2012-06-20 | 2012-10-03 | 哈尔滨工业大学 | Hot-air circulating two-layered snow melting system and method for recycling accumulated snow |
CN103145251A (en) * | 2013-03-29 | 2013-06-12 | 黄河勘测规划设计有限公司 | Folding-flow artificial wetland system |
CN103195157A (en) * | 2013-04-09 | 2013-07-10 | 环境保护部华南环境科学研究所 | System and method for runoff in-situ processing in early days of urban rainfall |
CN103570149A (en) * | 2012-08-06 | 2014-02-12 | 郭天鹏 | Device for removing pollutants from rainwater runoff |
CN103741786A (en) * | 2013-12-31 | 2014-04-23 | 北京仁创生态环保科技有限公司 | Deep foundation pit rainwater storage pond |
CN104058507A (en) * | 2014-07-10 | 2014-09-24 | 草都毕力格 | Reinforced composite artificial wetland sewage treatment system |
CN104150700A (en) * | 2014-07-25 | 2014-11-19 | 中国环境科学研究院 | Device and method for treating domestic sewage in different seasons through soil infiltration method |
CN104532939A (en) * | 2014-12-09 | 2015-04-22 | 张军 | Ecological and energy-saving rainwater reuse system |
CN108862846A (en) * | 2018-07-03 | 2018-11-23 | 重庆科技学院 | A kind of method of urban rainwater management and processing |
CN110156165A (en) * | 2019-04-19 | 2019-08-23 | 浙江省海洋技术服务中心 | Ocean offshore artificial ecology wetland, substrate and substrate preparation method |
CN115231777A (en) * | 2022-07-28 | 2022-10-25 | 珠江水利委员会珠江水利科学研究院 | Distributed water collecting, purifying and storing system for rural areas |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2749872Y (en) * | 2004-07-06 | 2006-01-04 | 河海大学 | Ecological purification integrated device for rainwater |
US20080142438A1 (en) * | 2006-12-19 | 2008-06-19 | Kent Greg B | Wetland water treatment system |
CN201236350Y (en) * | 2008-07-11 | 2009-05-13 | 钱永培 | Domestic wastewater cyclic utilization system |
CN101781063A (en) * | 2010-03-05 | 2010-07-21 | 山东大学 | Enhanced phosphorous undercurrent removing artificial wetland |
CN102060388A (en) * | 2010-11-29 | 2011-05-18 | 哈尔滨工业大学 | Three-dimensional landscape impounding reservoir system and method for recovering urban roofing rainwater by using same |
CN201843165U (en) * | 2010-11-03 | 2011-05-25 | 天津市北方园林生态科学技术研究所 | Novel rainwater collecting and water recycling system for garden landscape |
CN102092855A (en) * | 2010-12-15 | 2011-06-15 | 武汉昌宝环保工程有限公司 | Cyclic enhanced denitrification double-inlet type constructed wetland device |
-
2011
- 2011-08-23 CN CN 201110243376 patent/CN102418426B/en not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2749872Y (en) * | 2004-07-06 | 2006-01-04 | 河海大学 | Ecological purification integrated device for rainwater |
US20080142438A1 (en) * | 2006-12-19 | 2008-06-19 | Kent Greg B | Wetland water treatment system |
CN201236350Y (en) * | 2008-07-11 | 2009-05-13 | 钱永培 | Domestic wastewater cyclic utilization system |
CN101781063A (en) * | 2010-03-05 | 2010-07-21 | 山东大学 | Enhanced phosphorous undercurrent removing artificial wetland |
CN201843165U (en) * | 2010-11-03 | 2011-05-25 | 天津市北方园林生态科学技术研究所 | Novel rainwater collecting and water recycling system for garden landscape |
CN102060388A (en) * | 2010-11-29 | 2011-05-18 | 哈尔滨工业大学 | Three-dimensional landscape impounding reservoir system and method for recovering urban roofing rainwater by using same |
CN102092855A (en) * | 2010-12-15 | 2011-06-15 | 武汉昌宝环保工程有限公司 | Cyclic enhanced denitrification double-inlet type constructed wetland device |
Non-Patent Citations (1)
Title |
---|
陈小华等: "生态水景社区的景观湖补水方案及水质控制研究", 《给水排水》, no. 11, 10 November 2009 (2009-11-10) * |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704368B (en) * | 2012-06-20 | 2014-12-10 | 哈尔滨工业大学 | Hot-air circulating two-layered snow melting system and method for recycling accumulated snow |
CN102704368A (en) * | 2012-06-20 | 2012-10-03 | 哈尔滨工业大学 | Hot-air circulating two-layered snow melting system and method for recycling accumulated snow |
CN103570149A (en) * | 2012-08-06 | 2014-02-12 | 郭天鹏 | Device for removing pollutants from rainwater runoff |
CN103570149B (en) * | 2012-08-06 | 2015-05-27 | 郭天鹏 | Device for removing pollutants from rainwater runoff |
CN103145251A (en) * | 2013-03-29 | 2013-06-12 | 黄河勘测规划设计有限公司 | Folding-flow artificial wetland system |
CN103195157A (en) * | 2013-04-09 | 2013-07-10 | 环境保护部华南环境科学研究所 | System and method for runoff in-situ processing in early days of urban rainfall |
CN103195157B (en) * | 2013-04-09 | 2014-12-24 | 环境保护部华南环境科学研究所 | System and method for runoff in-situ processing in early days of urban rainfall |
CN103741786A (en) * | 2013-12-31 | 2014-04-23 | 北京仁创生态环保科技有限公司 | Deep foundation pit rainwater storage pond |
CN104058507A (en) * | 2014-07-10 | 2014-09-24 | 草都毕力格 | Reinforced composite artificial wetland sewage treatment system |
CN104058507B (en) * | 2014-07-10 | 2015-07-01 | 草都毕力格 | Reinforced composite artificial wetland sewage treatment system |
CN104150700A (en) * | 2014-07-25 | 2014-11-19 | 中国环境科学研究院 | Device and method for treating domestic sewage in different seasons through soil infiltration method |
CN104150700B (en) * | 2014-07-25 | 2016-01-20 | 中国环境科学研究院 | A kind of apparatus and method of soil filtration method process Various Seasonal sanitary sewage |
CN104532939A (en) * | 2014-12-09 | 2015-04-22 | 张军 | Ecological and energy-saving rainwater reuse system |
CN108862846A (en) * | 2018-07-03 | 2018-11-23 | 重庆科技学院 | A kind of method of urban rainwater management and processing |
CN110156165A (en) * | 2019-04-19 | 2019-08-23 | 浙江省海洋技术服务中心 | Ocean offshore artificial ecology wetland, substrate and substrate preparation method |
CN115231777A (en) * | 2022-07-28 | 2022-10-25 | 珠江水利委员会珠江水利科学研究院 | Distributed water collecting, purifying and storing system for rural areas |
Also Published As
Publication number | Publication date |
---|---|
CN102418426B (en) | 2013-08-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102418426B (en) | Double-layer undercurrent artificial wetland landscape pond and method thereof for recovering and treating urban roof rainwater | |
CN101012643B (en) | Construction method of ecological bank slope for effectively and quickly removing area-source pollution | |
CN106830506B (en) | Enhanced nitrogen and phosphorus removal biological retention tank applied to sponge city construction | |
CN101892702B (en) | Onsite processing device for discarding initial rainwater in heavy rain without occupying area and processing method thereof | |
CN102605852A (en) | Urban rainwater-infiltration ecological system based on low impact development | |
CN109250821A (en) | It is classified biofiltration gaseous-waste holdup system | |
CN105966366A (en) | Method and system for self-cleaning water-saving type comprehensive vehicle washing for civil construction site | |
CN101811807A (en) | Black and odorous and eutrophication water body biological and ecological remediation and treatment process | |
CN110820913A (en) | Rainwater comprehensive treatment system | |
CN110468947A (en) | Ecology tree pond | |
KR101239389B1 (en) | Natural type and ditch infiltration type non point pollution reducing system for water reclamation | |
CN1277765C (en) | Method for treating and utilizing rain water in block | |
CN205662803U (en) | Structure is used multipurposely to ground rainwater | |
CN201254511Y (en) | Rainwater purification apparatus | |
CN108328744B (en) | Three-stage ecological pond for treating farmland non-point source pollution based on sponge ecological system | |
CN102060388B (en) | Three-dimensional landscape impounding reservoir system and method for recovering urban roofing rainwater by using same | |
CN1923721A (en) | Ecology treatment method of city overland runoff | |
CN211285935U (en) | Rainwater comprehensive treatment system | |
CN206203996U (en) | A kind of shore protection system for riverway water quality purification | |
CN211897679U (en) | Novel sponge urban road system | |
CN107473505A (en) | A kind of sponge-type campus rain sewage recycling method based on low influence exploitation | |
CN101624251A (en) | Combinational processing technique and device of deck radial flow | |
CN110012770B (en) | Rainwater garden capable of efficiently reducing runoff flow velocity and pollutants | |
CN209226683U (en) | It is classified biofiltration arresting device | |
CN210238634U (en) | Rainwater is system and rainwater garden of storing purification on spot |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130814 |