CN205974175U - Purify artifical rapid infiltration layer system of rainfall runoff - Google Patents
Purify artifical rapid infiltration layer system of rainfall runoff Download PDFInfo
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- CN205974175U CN205974175U CN201620836173.1U CN201620836173U CN205974175U CN 205974175 U CN205974175 U CN 205974175U CN 201620836173 U CN201620836173 U CN 201620836173U CN 205974175 U CN205974175 U CN 205974175U
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Abstract
The utility model discloses a purify artifical rapid infiltration layer system of rainfall runoff, including rapid infiltration layer pond body to reach the last district that intakes that sets gradually extremely down of this internal follow of rapid infiltration layer pond, hold back the district, pack and distinguish and discharge area, holding back district's intussuseption and being filled with and packing one, the district's intussuseption of packing is filled with two, the discharge area intussuseption of packing and is filled with and packs three, and wherein, pack and biological charcoals filler in two bases that include the homogeneous mixing of packing, pack including natural river sand, zeolite sand and the dali stone sand of homogeneous mixing in the basis, biological charcoal packs including the biological charcoal of the modified corncob of homogeneous mixing, the biological charcoal of modified sheep excrement and the biological charcoal of modified pig manure. The utility model discloses filler structure is simple, and area is little, and construction and running cost are low, and secondary pollution is little. In heavy metal pollution's the effective control, also there is certain effect of getting rid of to nitrogen, phosphorus, organic pollutant etc. In realizing the rainfall runoff.
Description
Technical field
This utility model belongs to technical field of sewage treatment equipment and in particular to a kind of manpower rapid-infiltration of purifying rainwater runoff
System.
Background technology
Pollutant type in water body mainly includes inorganic pollution (as various hydrocyanic acids, potassium cyanide, sulphuric acid, nitric acid
Deng), pathogenic microorganism (as various pathogenic bacterias, virus and parasite etc.), nutrient for plants (as nitrate, nitrite, ammonium salt and
Phosphate etc.), oxygen consumption pollutant (as carbohydrate, protein, oils and fatss, lignin, cellulose etc.) and heavy metal ion is (such as
Cadmium, chromium, lead, arsenic, hydrargyrum etc.) five big class.Wherein, the heavy metal ion of Water Environment System, tool is entered by natural source and artificial source
Toxic, be difficult to degrade, be easy to the features such as accumulation, while leading to environmental quality to deteriorate, can be directly or indirectly strong to the mankind
Kang Zaocheng seriously threatens.Therefore, heavy metal pollution problem is always focus of concern.
With the quickening of urbanization process, the scale of industrial occupancy, shopping centre and residential block constantly increases, Permeable stratum area
Increasing makes rainwater infiltration capacity subtract greatly, and runoff volume accordingly increases, and the Urban Rainwater Runoff Pollution problem causing also is on the rise.
Heavy metal is one of most typical pollutant in Urban Rainwater Runoff Pollution, and its main source is：By motor vehicle exhaust gases, industry
The approach such as flue dust, fuel combustion, wind-drifting sand enter the heavy metal of air, enter earth's surface, wherein wet deposition by dry, wet deposition
The main heavy metal that carried in the form of rainfall enters receiving water body, and the heavy metal of dry deposition accumulation in rainfall leaching, wash away work
With in lower entrance rainfall runoff.Rainwater runoff pollution has certain randomness and sudden, and pollution range is wide, a huge sum of money in rainwater
The impact of the factors such as the contaminated source emission of height of genus content, season, rainfall, rain time interval, wind direction is larger, no
There is larger difference in the content with heavy metal in the rainfall runoff of area, the heavy metal of the most different degrees of aggravation urban water-body
Pollution it is also possible to cause heavy metal pollution of soil by pollution transportation.As can be seen here, the heavy metal in rainfall runoff is carried out
Control, be the important channel effectively alleviating the heavy metal pollution problem of ground surface environment water body.
For rainfall runoff heavy metal pollution problem, what research was more at present has soil filtration, Rain Garden, green room
The technology such as top, ecological tree pond, permeable road surface, greenery patches buffer strip, wherein soil filtration technology is cut to rainwater runoff pollution thing
Subtract effect very notable, be one of rainfall runoff control method of most economic benefit.But, Efficiency for Soil Aquifer Treatment often exists
Floor space is big, hydraulic load is low, easily block the problems such as, in the city of land used growing tension, the application of this technology and popularization
Difficulty is larger.And manpower rapid-infiltration technology is a kind of Novel sewage treatment technology developed in recent years, it adopts permeance property good
Natural or artificial dielectric replace soil as main diafiltration material, the shortcoming overcoming conventional soil diafiltration techniques, for effective
Rainwater runoff pollution is controlled to provide possibility.However, the existing research with regard to manpower rapid-infiltration technology, majority concentrates on it to organic
In the control of the pollutant such as thing, ammonia nitrogen, nitrate nitrogen, total phosphorus, anion surfactant, float, the selection of filler is also mostly to be
To remove above-mentioned pollutant as starting point, the research of heavy metal Environmental capacity is related to less.Therefore, seek and there is good weight
The manpower rapid-infiltration filler of metal purification effect, promotes the filterability of manpower rapid-infiltration pond heavy metal by optimizing filling-material structure
Energy, absorption property and microbial metabolism performance, reduce the content of heavy metal while degrading water body common contaminant, both permissible
Application that is abundant and developing manpower rapid-infiltration technology, can be that city rainfall runoff heavy metal pollution controls the new choosing of offer again
Select.
Utility model content
The purpose of this utility model is to solve the above problems, provide a kind of structure simple, can effective control rainfall runoff weight
The manual controlled infusion of the purifying rainwater runoff of metallic pollution.
For solving above-mentioned technical problem, the technical solution of the utility model is：A kind of manpower rapid-infiltration of purifying rainwater runoff
System, including oozing pond body soon, and ooze soon pond this set gradually from top to bottom in vivo inhalant region, retention area, packing area with
And catchment, it is filled with filler one in described retention area, in packing area, is filled with filler two, in catchment, be filled with filler three,
Wherein, filler two includes mixed uniformly basis filler and biological carbon filling material, and described basis filler includes mixed uniformly natural
Fluvial sand, zeolite sand and Dali stone sand, described biology carbon filling material includes mixed uniformly modified corn core charcoal, modified sheep stool
Charcoal and modified pig manure charcoal.
Preferably, described filler one includes haydite, and described haydite particle diameter is 0.5～3.5mm.
Preferably, described filler three includes quartz sand, and described quartz sand particle size is 0.5～1.5mm.
Preferably, it is provided with filter screen one between described retention area and packing area, between packing area and catchment, be provided with filter
Net two.
Preferably, described natural river sand, zeolite sand, Dali stone sand particle diameter be respectively 0.2～0.8mm, 0.3～1.5mm,
0.5～1.5mm.
Preferably, the volume ratio of described basis filler and biological carbon filling material is (1～4)：1.
Preferably, described natural river sand, zeolite sand, the volume ratio of Dali stone sand are (4～8)：(1～5)：1.
Preferably, described modified corn core charcoal, modified sheep stool charcoal and modified pig manure charcoal are according to volume ratio
(6～8)：(1～3)：1.
Preferably, described inhalant region, retention area, packing area, catchment account for the volume fraction of manual controlled infusion cumulative volume
It is respectively 20%～40%, 5%～10%, 50%～70%, 5%～10%.
The manual controlled infusion of the evolution rainfall runoff that this utility model provides has the advantages that：
1st, adopt filler based on natural river sand, zeolite sand, Dali stone sand, manpower rapid-infiltration pond can be made to have good oozing
Permeability energy, slows down blocking；
2nd, modified corn core charcoal, modified sheep stool charcoal and modified pig manure charcoal are adopted as biological carbon filling material,
Because modification biological charcoal has huge specific surface area and flourishing pore structure, to the heavy metal ion performance in rainfall runoff
Go out excellent absorption property；
3rd, charcoal is prepared using corn cob, sheep stool, pig manure etc., can achieve the resource of discarded animals and plants biological material
Using；
4th, run by alternation of wetting and drying, the aerobic, various states such as anoxia, anaerobism can be realized in manpower rapid-infiltration pond, for not
The microorganism of same type provides the abundant Ecological niche, is conducive to denitrogenation dephosphorizing.
5th, in general, this utility model filling-material structure is simple, and floor space is little, builds and operating cost is low, secondary dirt
Dye is little.In realizing to rainfall runoff while the effective control of heavy metal pollution, also have one to nitrogen, phosphorus, organic pollution etc.
Fixed removal effect.
Brief description
Fig. 1 is the manual controlled infusion of this utility model purifying rainwater runoff；
Fig. 2 is the scanning electron microscope (SEM) photograph of this utility model modified corn core charcoal；
Fig. 3 is the scanning electron microscope (SEM) photograph of this utility model modification sheep stool charcoal；
Fig. 4 is the scanning electron microscope (SEM) photograph of this utility model modification pig manure charcoal.
Description of reference numerals：1st, inhalant region；2nd, retain area；3rd, packing area；4th, catchment；5th, filter screen one；6th, filter screen two.
Specific embodiment
With specific embodiment, this utility model is described further below in conjunction with the accompanying drawings：
As shown in figure 1, the manual controlled infusion of purifying rainwater of the present utility model, including oozing pond body soon, and ooze soon
This internal inhalant region 1 setting gradually from top to bottom of pond, retention area 2, packing area 3 and catchment 4, retention is filled with area 2
Filler one, is filled with filler two, is filled with filler three in catchment 4 in packing area 3.
In the present embodiment, inhalant region 1, retention area 2, packing area 3, catchment 4 account for the body of manual controlled infusion cumulative volume
Fraction is 30%, 5%, 60%, 5%.
Filler one includes haydite, and haydite particle diameter is 0.5～3.5mm.The effect in retention area 2 is to remove larger hanging in rainwater
Float, prevents from oozing pond blocking soon, needs periodically this layer to be cleared up.
Filler two includes basic filler and biological carbon filling material according to volume ratio 1：1 is uniformly mixed.Wherein, basic filler
Using natural river sand, zeolite sand, Dali stone sand according to volume ratio 6：3：1 is uniformly mixed, natural river sand, zeolite sand, Dali
Stone sand particle diameter is respectively 0.2～0.8mm, 0.3～1.5mm, 0.5～1.5mm.Made using natural river sand, zeolite sand, Dali stone sand
Based on filler, manpower rapid-infiltration pond can be made to have good permeance property, slow down blocking.Biological carbon filling material then adopts modified corn
Core charcoal, modified sheep stool charcoal and modified pig manure charcoal are according to volume ratio 7：2：1 is uniformly mixed.Using modified beautiful
Rice core charcoal, modified sheep stool charcoal and modified pig manure charcoal as biological carbon filling material, to the heavy metal in rainfall runoff
Ion shows good absorption property, can achieve the recycling of discarded animals and plants biological material simultaneously.
It should be noted that aforementioned inhalant region 1, retention area 2, packing area 3, the volume fraction of catchment 4, basic filler and
The volume ratio of charcoal, and natural river sand, zeolite sand, Dali stone sand, modified corn core charcoal, modified sheep stool charcoal and
The volume ratio of modified pig manure charcoal, is the present inventor and obtains through long-term many experiments, be preferred value, additionally, through this
Inventor's many experiments contrast, and find that when the volume ratio of basic filler and biological carbon filling material be (1～4)：1, natural river sand, zeolite
Sand, the volume ratio of Dali stone sand are (4～8)：(1～5)：1, modified corn core charcoal, modified sheep stool charcoal and modified pig
Excrement charcoal is according to volume ratio (6～8)：(1～3)：1, inhalant region 1, retention area 2, packing area 3, catchment 4 account for manpower rapid-infiltration system
The volume fraction of system cumulative volume is respectively 20%～40%, 5%～10%, 50%～70%, 5%～10%, to purifying rainwater
Runoff all has better effect, but aforementioned all corresponding volume ratios are not limited to the preferred scope of the present embodiment, Ke Yigen
Factually the sewage index handled by border and treating capacity are changed accordingly.
As in Figure 2-4, the modified corn core charcoal respectively in this utility model, modified sheep stool charcoal and modification
The scanning electron microscope (SEM) photograph of pig manure charcoal.Modified corn core charcoal is made up with discarded corn cob of raw material, and the present inventor adopts
Method of modifying be：Discarded corn cob is cleaned and after drying, pulverized 80 mesh sieves, take in right amount in crucible, cover and put into Muffle furnace
In, under anoxic conditions constant temperature 180min after 600 DEG C is heated to the heating gradient of 23 DEG C/min.100 are crossed after being cooled to room temperature
Mesh sieve, deionized water is cleaned, and filter is dried after 105 DEG C.Weigh the corn cob charcoal after appropriate drying to 250mL conical flask
In, 1mol/L hydrochloric acid is added with the ratio of 10mL acid/1g charcoal, modified to it with 560W power in supersonic generator
60min.After end, deionized water is washed till neutrality, and filter is dried after 105 DEG C, that is, modified corn core charcoal is obtained.
Modified sheep stool charcoal and modified pig manure charcoal are made up with discarded sheep stool and pig manure of raw material respectively, the present invention
People adopt method be：Discarded sheep stool and pig manure are air-dried and sort out the impurity such as stone grain, branch, after smashing to pieces, cross 60 mesh sieves respectively,
It is loaded in crucible and covers, put in Muffle furnace, under airtight condition, constant temperature after 700 DEG C is heated to the heating gradient of 10 DEG C/min
150min.It is cooled to room temperature ground 80 mesh sieves again, deionized water is cleaned, filter is dried after 105 DEG C.Take appropriate sheep stool respectively
Charcoal and pig manure charcoal, in 250mL conical flask, add 1g in every 20mL sulfuric acid solution (volume fraction is 10%) biological
Charcoal, modified 90min under the ultrasound wave for 200W for the power.After end, deionized water is cleaned repeatedly to neutrality, filters after 105
DEG C dry, that is, modification sheep stool charcoal and modified pig manure charcoal are obtained.
It should be noted that the purpose of said method be in order to obtain modification corn cob charcoal, sheep stool charcoal with
And pig manure charcoal, but it is not limited by said method to obtain, it would however also be possible to employ additive method or parameter are produced.Certainly, raw
Thing carbon filling material can also include the corresponding modification biological charcoal that other animal waste feces are produced.A large amount of for a long time through the present inventor
Experimental exploring after, find the biology being made up of modified corn core charcoal, modified sheep stool charcoal and modified pig manure charcoal
Carbon feedstock has more preferable absorbability.
Basic filler and biological carbon filling material can serve as microorganism carrier, and absorption is trapped in the dirt on filler particles surface
Contaminate thing as nutrient source by growth of microorganism metabolic exhaustion, and then accelerate degraded and the conversion of pollutant.Compare basic filler, raw
Thing carbon filling material has huge specific surface area and flourishing pore structure, such as：Modified corn core life prepared by this utility model
The specific surface area of thing charcoal is 106.93m2/ g, total pore volume are 0.103cm3/ g, the specific surface area of modified sheep stool charcoal is
67.55m2/ g, total pore volume are 0.105cm3/ g, the specific surface area of modified pig manure charcoal is 46.25m2/ g, total pore volume are
0.093cm3/ g, they not only contribute to the apposition growth of microorganism, and heavy metal even more shows excellent absorption property.
Filler three includes quartz sand, and quartz sand particle size is 0.5～1.5mm.Catchment 4 not only acts as support and the work that catchments
With, acceptable filtering water further, make water outlet limpider.
For preventing filler one, filler two and filler three from flowing out to other regions, set between retention area 2 and packing area 3
It is equipped with filter screen 1, between packing area 3 and catchment 4, be provided with filter screen 26.
Below by way of specific experimental example, structure of the present utility model and principle are described in further detail, to enter
One step shows advantage of the present utility model：
Using synthetic rainwater as water inlet of the present utility model, according to actual measurement and relevant references, choose city
In road rain water runoff, as synthesized reference value, the concentration of Cu, Pb, Zn, Cd is respectively 200 μ to the concentration average of Heavy Metals
G/L, 100 μ g/L, 1500 μ g/L, 50 μ g/L, other pollutant loads are as follows：SS、COD、NH3- N, TN, TP concentration are respectively
2100mg/L, 580mg/L, 3.5mg/L, 10.6mg/L, 2.0mg/L, adjusting pH is 6.8～7.5.
Operational factor of the present utility model is as follows：Hydraulic load is 1m/d, and turbine generating set is 12h, wet-dry ratio (waterflooding
Ratio with the dry time that falls) it is 1：2, circular flow.
Monitoring method：The concentration of the heavy metals such as Cu, Pb, Zn, Cd adopts atomic absorption spectroscopy determination, and SS is using weight
Mensuration mensure, COD adopts potassium dichromate method to measure, NH3- N adopts reagent colorimetric method to measure, and TN adopts potassium peroxydisulfate oxygen
Change-determined by ultraviolet spectrophotometry, TP adopts molybdenum-antimony anti-spectrophotometric method to measure.
Monitoring result shows, this manpower rapid-infiltration pond to the effects of purification quality of rainfall runoff is：Heavy Metals Cu, Pb,
The aqueous concentration of Zn, Cd is respectively 5～10 μ g/L, 1～4 μ g/L, 65～120 μ g/L, 1～2 μ g/L, and average removal rate is respectively
96.3%th, 97.6%, 94.2%, 96.6%；Other pollutant SS, COD, NH3- N, the average removal rate of TN, TP are respectively
93.5%th, 85.8%, 87.5%, 41.3%, 55.4%.As can be seen here, this utility model is in an effective control rainfall runoff huge sum of money
While belonging to pollution, to SS, COD, NH3- N also has preferable removal effect, then serves certain reduction to TN, TP concentration
Effect, is the green technology that a kind of reduction rainfall runoff meeting low impact utility strategies pollutes to earth's surface environment water.
Those of ordinary skill in the art will be appreciated that, embodiment described here is to aid in reader and understands this reality
With new principle it should be understood that protection domain of the present utility model is not limited to such special statement and embodiment.
Those of ordinary skill in the art can according to disclosed in this utility model these technology enlightenment make various without departing from this practicality
The various concrete deformation of new substantive other and combining, these deformation and combination are still in protection domain of the present utility model.
Claims (9)
1. a kind of manual controlled infusion of purifying rainwater runoff it is characterised in that：Including oozing pond body soon, and ooze pond body soon
The inhalant region (1) that inside sets gradually from top to bottom, retention area (2), packing area (3) and catchment (4), described retention area (2)
Inside it is filled with filler one, in packing area (3), is filled with filler two, catchment is filled with filler three in (4), and wherein, filler two wraps
Include mixed uniformly basis filler and biological carbon filling material, described basis filler include mixed uniformly natural river sand, zeolite sand with
And Dali stone sand, described biology carbon filling material includes mixed uniformly modified corn core charcoal, modified sheep stool charcoal and changes
Property pig manure charcoal.
2. purifying rainwater runoff according to claim 1 manual controlled infusion it is characterised in that：Described filler one includes
Haydite, described haydite particle diameter is 0.5～3.5mm.
3. purifying rainwater runoff according to claim 1 manual controlled infusion it is characterised in that：Described filler three includes
Quartz sand, described quartz sand particle size is 0.5～1.5mm.
4. purifying rainwater runoff according to claim 1 manual controlled infusion it is characterised in that：Described retention area (2)
It is provided with filter screen one (5) and packing area (3) between, between packing area (3) and catchment (4), be provided with filter screen two (6).
5. purifying rainwater runoff according to claim 1 manual controlled infusion it is characterised in that：Described natural river sand,
Zeolite sand, the particle diameter of Dali stone sand are respectively 0.2～0.8mm, 0.3～1.5mm, 0.5～1.5mm.
6. the manual controlled infusion according to the arbitrary described purifying rainwater runoff of claim 1-5 it is characterised in that：Described basis
The volume ratio of filler and biological carbon filling material is (1～4)：1.
7. the manual controlled infusion according to the arbitrary described purifying rainwater runoff of claim 1-5 it is characterised in that：Described natural
Fluvial sand, zeolite sand, the volume ratio of Dali stone sand are (4～8)：(1～5)：1.
8. the manual controlled infusion according to the arbitrary described purifying rainwater runoff of claim 1-5 it is characterised in that：Described modification
Corn cob charcoal, modified sheep stool charcoal and modified pig manure charcoal are according to volume ratio (6～8)：(1～3)：1.
9. the manual controlled infusion according to the arbitrary described purifying rainwater runoff of claim 1-5 it is characterised in that：Described water inlet
Area (1), retention area (2), packing area (3), catchment (4) account for manual controlled infusion cumulative volume volume fraction be respectively 20%～
40%th, 5%～10%, 50%～70%, 5%～10%.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620836173.1U CN205974175U (en) | 2016-08-03 | 2016-08-03 | Purify artifical rapid infiltration layer system of rainfall runoff |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620836173.1U CN205974175U (en) | 2016-08-03 | 2016-08-03 | Purify artifical rapid infiltration layer system of rainfall runoff |
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| Publication Number | Publication Date |
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| CN201620836173.1U Expired - Fee Related CN205974175U (en) | 2016-08-03 | 2016-08-03 | Purify artifical rapid infiltration layer system of rainfall runoff |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107324519A (en) * | 2017-07-24 | 2017-11-07 | 浙江大学 | Conversion pool device is intercepted suitable for sloping fields tea garden runoff nitrogen phosphorus |
| CN108483549A (en) * | 2018-03-30 | 2018-09-04 | 同济大学 | The purification method of rainwater runoff pollution object and scavenging material containing quartz sand |
| CN108585099A (en) * | 2018-03-30 | 2018-09-28 | 同济大学 | The purification method of rainwater runoff pollution object and scavenging material containing activated carbon |
| CN109095728A (en) * | 2018-09-30 | 2018-12-28 | 环境保护部南京环境科学研究所 | A kind of rainfall runoff purification device and purification method |
| CN110759411A (en) * | 2019-10-31 | 2020-02-07 | 上海海洋大学 | Purification method of heavy metal-nutrient salt composite polluted aquaculture wastewater |
| CN111333262A (en) * | 2020-03-09 | 2020-06-26 | 广州市环境保护工程设计院有限公司 | Sewage treatment system and method for small garbage transfer station |
-
2016
- 2016-08-03 CN CN201620836173.1U patent/CN205974175U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107324519A (en) * | 2017-07-24 | 2017-11-07 | 浙江大学 | Conversion pool device is intercepted suitable for sloping fields tea garden runoff nitrogen phosphorus |
| CN108483549A (en) * | 2018-03-30 | 2018-09-04 | 同济大学 | The purification method of rainwater runoff pollution object and scavenging material containing quartz sand |
| CN108585099A (en) * | 2018-03-30 | 2018-09-28 | 同济大学 | The purification method of rainwater runoff pollution object and scavenging material containing activated carbon |
| CN109095728A (en) * | 2018-09-30 | 2018-12-28 | 环境保护部南京环境科学研究所 | A kind of rainfall runoff purification device and purification method |
| CN109095728B (en) * | 2018-09-30 | 2023-08-22 | 环境保护部南京环境科学研究所 | Rainwater runoff purification device and purification method |
| CN110759411A (en) * | 2019-10-31 | 2020-02-07 | 上海海洋大学 | Purification method of heavy metal-nutrient salt composite polluted aquaculture wastewater |
| CN111333262A (en) * | 2020-03-09 | 2020-06-26 | 广州市环境保护工程设计院有限公司 | Sewage treatment system and method for small garbage transfer station |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 Termination date: 20190803 |