CN201756478U - Rainwater processing device for rainwater runoff contamination treatment - Google Patents
Rainwater processing device for rainwater runoff contamination treatment Download PDFInfo
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- CN201756478U CN201756478U CN 201020203012 CN201020203012U CN201756478U CN 201756478 U CN201756478 U CN 201756478U CN 201020203012 CN201020203012 CN 201020203012 CN 201020203012 U CN201020203012 U CN 201020203012U CN 201756478 U CN201756478 U CN 201756478U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 216
- 238000001914 filtration Methods 0.000 claims abstract description 94
- 239000010865 sewage Substances 0.000 claims abstract description 90
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- 238000001556 precipitation Methods 0.000 claims description 53
- 241000272165 Charadriidae Species 0.000 claims description 30
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- 238000004140 cleaning Methods 0.000 description 3
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Abstract
The utility model provides a rainwater processing device for rainwater runoff contamination treatment, comprising a precipitating well and a filtering well which are connected; a water inlet is arranged on a wall of the precipitating well and is externally connected with a rainwater feeder through a water intake pipe; the precipitating well is communicated with the filtering well through a water distribution port on the well wall; a screen is disposed between the water inlet and the water distribution port; a water distributing plate is disposed in the filtering well; filtering material are arranged under the water distributing plate; a pallet is disposed on the bottom of the filtering well; and an empty space is disposed under the pallet and is provided with a water outlet. The utility model device has advantages of small occupation area, flexible construction, simple structure, high filtering speed, high efficiency and significant sewage purifying effect in which SS removal rate achieves approximately 85% and COD removal rate achieves approximately 60%, and purifies water according to characteristic of rainwater runoff contamination.
Description
Technical field
The utility model relates to the dirty runoff pollution processing technology field of rain, particularly a kind of rainwater treatment device that is used for the rain sewage runoff pollution treatment.
Background technology
People think that always the major cause that causes water pollution is point-source pollution (sanitary sewage etc. is concentrated in breeding wastewater, city as various trade effluents, large-scale plant) for a long time, do not recognize the seriousness of pollution of area source (as city rainfall rainwash, agricultural wastewater, scattered domestic sewage in rural areas by using etc.), the dirty runoff pollution of the rain that causes of rainfall wherein, particularly the dirty runoff pollution of the rain at rainfall initial stage is particularly serious to the threat of water surrounding, and its main polluted factors is rubbish, SS (suspended particulate) and COD (chemical oxygen demand (COD)).Raising along with the Chinese Urbanization level, the area on city, waterproof ground, small towns constantly rises, when rainfall produces, not only run-off increases greatly, and runoff washes away and can carry a large amount of pollutents, and these pollutents come self-dispersed big area soil, it is closely related with the natural situation and the rainfall in zone, so the formation of runoff pollution has bigger sudden, randomness, randomness and popularity, pollution load change in time and space amplitude is big, and control and the difficulty of handling are big.
Mainly there are several problems in existing improvement to the dirty runoff of rain: (1) many cities and towns do not have perfect pipe network system and sewage work, and the dirty runoff of rain is gone into natural water body through any processing with regard in line; (2) the dirty runoff of rain is BOD
5The peculiar water quality that content is lower is difficult to satisfy the requirement of traditional water treatment process ideal nutritive equilibrium formula, because its runoff rate and change in concentration are big, also the normal operation to the municipal sewage plant has caused certain pressure simultaneously; (3) existing most network of drains if be transformed into separate system, needs huge fund and manpower and materials still based on the combined system network of drains, is difficult to realize; Even behind the separate system, rainwater or directly enter natural water body is perhaps unified collection and treatment.And serious for the dirty runoff rainfall of rain precontamination, the middle and later periods is polluted light characteristics, and unified collection and treatment floor space is very big, construction cost costliness, waste resource.
The utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, and a kind of rainwater treatment device that is used for the rain sewage runoff pollution treatment is provided, and after by this device rainwater being handled, rainwater can directly enter natural water body, effectively reduces the dirty runoff pollution of rain.
The utility model is achieved through the following technical solutions: a kind of rainwater treatment device that is used for the rain sewage runoff pollution treatment, comprise the precipitation well and the screened well that are connected, and the borehole wall of precipitation well is provided with water-in, and water-in is by the external rainwater water inlet of water inlet pipe device; Also be provided with water distribution mouth on the borehole wall of precipitation well, the precipitation well communicates with screened well by water distribution mouth, and the residing degree of depth of water distribution mouth also is provided with filter greater than the residing degree of depth of water-in between water-in and the water distribution mouth; Be provided with water distribution board in the screened well, the residing degree of depth of water distribution board is greater than the residing degree of depth of water distribution mouth, and the water distribution board below is provided with filter material, the screened well bottom is provided with the layer supporting plate that is used for layer holder filter material, layer supporting plate below is a Stilt layer, and Stilt layer is provided with water outlet, and water outlet is by the external network of drains of rising pipe; Whole rainwater treatment device is embedded in underground.
In the above-mentioned rainwater treatment device, the preferred structure of its precipitation well and screened well has following two kinds:
(1) described precipitation well is a rectangular structure, screened well has 2, be located at precipitation well both sides respectively, each screened well structure is identical, water distribution board in each screened well is made up of first water distribution board and the splicing of second water distribution board respectively, first water distribution board is located at a side of joining with the precipitation well in the screened well, and second water distribution board is located at opposite side in the screened well, and the water distributing pore aperture of first water distribution board is less than the water distributing pore aperture of second water distribution board; In screened well, filter material is structure as a whole.
Be provided with upflow tube in the described Stilt layer, upflow tube passes filter material, and the space of the outlet of upflow tube between water distribution board and filter material, and second water distribution board is provided with overflow port.
In the said structure, the water distributing pore aperture of first water distribution board is less than the water distributing pore aperture of second water distribution board, its effect be when the dirty runoff rate of rain hour, prevent that upper strata sewage just is distributed fully through first water distribution board time, thereby guarantee upper strata sewage being evenly distributed on filter material.
The rainwater treatment device of this structure is darker at underground buried depth, but floor space is less.
(2) described precipitation well is a rectangular structure, and screened well has 1, is located at precipitation well one side; In screened well, filter material is the three-decker that is arranged side by side, from with precipitation well screened well one side of joining to the screened well opposite side, be followed successively by first filtering layer, second filtering layer and the 3rd filtering layer, be provided with first dividing plate between first filtering layer and second filtering layer, first filtering layer communicates with second filtering layer bottom, is provided with the second partition that it is separated fully between second filtering layer and the 3rd filtering layer; On first filtering layer and the 3rd filtering layer water distribution board is set respectively, the second partition top degree of depth of living in is greater than the water distribution board of first filtering layer degree of depth of living in, and less than the water distribution board of the 3rd filtering layer degree of depth of living in.
Described Stilt layer is located at the 3rd filtering layer below, is provided with at least one upflow tube in the Stilt layer, and each upflow tube passes the 3rd filtering layer and its corresponding water distribution board respectively, and overflow port is located on the water distribution board.
The rainwater treatment device of this structure is more shallow at subterranean buried depth, but floor space is bigger.
The above-mentioned rainwater treatment device that is used for the rain sewage runoff pollution treatment, described water distribution board is the PVC plate, evenly is furnished with water distributing pore on the water distribution board, the aperture of each water distributing pore is 4～10mm; Described layer supporting plate is reinforced concrete prefabricated board, and layer supporting plate thickness is 50～80mm, evenly is furnished with water hole on the layer supporting plate, and the aperture of each water hole is 12～20mm.
The borehole wall of described precipitation well or screened well is a kind of in brick wall structure, reinforced concrete prefabricated board structure, PVC plate structure or the metal plate structure; Described filter material is one or more of river sand, rubble or haydite.
When rainwater treatment device of the present utility model uses, its rainwater purification principle is: the dirty runoff of rain falls bulky refuse on the face of land by the collection and the interception of rainwater water inlet device, the water inlet pipe of flowing through, enter the precipitation well, at first by filter interception bulk rubbish, carry out plain sedimentation then, when waiting to precipitate upper strata sewage in the well and overflowing to water distribution mouth, enter screened well by water distribution mouth, when water distribution board is tackled medium-sized floating matter rubbish sewage is evenly distributed in the filter material, filter material is according to the handy prerequisite in locality, can select river sand+rubble or other combinations, sewage by filter material physical filtering and filter material in the Degradation of microorganism reach the purpose that purifies water.Wherein, screened well is above-mentioned (1) when planting structure, and sewage filters from top to bottom; Screened well is above-mentioned (2) when planting structure, and sewage filters by the effect of first dividing plate and second partition is tortuous, earlier down after up more down.The filtrate that obtains after sewage water filtration purifies is discharged by rising pipe in Stilt layer, and rising pipe connects according to the network of drains situation of locality and enters natural water body then.Upflow tube has been installed in the filter material, when rain is dirty runoff rate is little or flow is big initial stage, sewage all purifies water through filter material, and the middle and later periods sewage of the dirty runoff rate of rain when big can be because have little time to enter filter material and directly enter Stilt layer by upflow tube by water distribution board, the sewage pollution degree of this moment is very light, also can directly enter natural water body without purifying.The combination of Stilt layer and upflow tube not only can also be the microbiological deterioration reoxygenation in the filter material for the smooth filtration ventilation of sewage, improves the degradation efficiency of microorganism, reduces the obstruction of filter material.
In the rainwater treatment device of the present utility model, rising pipe mainly contains following several with the type of attachment of network of drains: 1, rising pipe enters natural water body after can being connected with the water shoot of imperfection pipe network, perhaps directly enters natural water body.2, rising pipe can with enter natural water body after water shoot, the Sha Jing of combined system pipe network are connected, perhaps with after water shoot, the Sha Jing of combined system pipe network are connected, when entering local sewage work, enter natural water body without handling via other pipelines, can alleviate the load of sewage work like this, not upset the operation of sewage work.3, rising pipe can be connected with the rain-water drainage pipe network of separate system pipe network, do not need just can directly enter natural water body through unified the processing again, perhaps early stage, sewage was unified advanced treatment again, middle and later periods sewage directly enters natural water body, can avoid extensive rainwater to unify the construction of treatment facility like this, cause waste.
The utility model can be realized a kind of rainwater treatment process that is used for the rain sewage runoff pollution treatment by said apparatus, may further comprise the steps:
(1) after rainwater water inlet device was collected rainwater, rainwater entered the precipitation well by water inlet pipe;
(2) after rainwater enters the precipitation well, remove the bulk rubbish that has in the rainwater by filter earlier, rainwater deposits gradually in precipitation well shaft bottom then, and the sludgd deposition in the rainwater is in precipitation well shaft bottom, and upper strata sewage enters screened well from the water distribution mouth of the borehole wall;
(3) after upper strata sewage enters screened well, distribute by water distribution board earlier, carry out physical filtering and microbiological deterioration through filter material again, the filtrate that obtains is delivered to network of drains by rising pipe from water outlet.
When the filter material in the screened well was structure as a whole, described step (3) was specially:
After upper strata sewage enters screened well, water distribution board is removed the floating matter in the sewage of upper strata, simultaneously upper strata sewage is evenly distributed in the filter material, upper strata sewage carries out physical filtering and microbiological deterioration through filter material, the filtrate that obtains after the filtration enters Stilt layer, delivers to network of drains by rising pipe from water outlet.
When the filter material in the screened well was three-decker, described step (3) was specially:
After upper strata sewage enters screened well, the water distribution board of first filtering layer top is removed the floating matter in the sewage of upper strata, simultaneously upper strata sewage is evenly distributed in first filtering layer, after upper strata sewage carries out the one-level filtration through first filtering layer, passage by first dividing plate below enters second filtering layer, in second filtering layer, carry out cascade filtration, water distribution board by the 3rd filtering layer top is evenly distributed in the 3rd filtering layer again, carry out three-stage filtration by the 3rd filtering layer, the filtrate that obtains after the filtration enters the Stilt layer of the 3rd filtering layer below, delivers to network of drains by rising pipe from water outlet.
Compared with prior art, the utlity model has following beneficial effect:
(1) rainwater treatment device floor space of the present utility model is little, build flexibly, can be according to admitting the dirty runoff water yield of rain to determine to build size, cost is low, be connected flexibly simple in structure but can be well purifying water at the characteristics of the dirty runoff pollution of rain with original pipe network.
When (2) adopting rainwater treatment device of the present utility model and method thereof that sewage is carried out quick filtration treatment, speed is fast, the efficient height; By the Degradation of media filtration and microorganism, wastewater purifying efficiency is obvious, and the SS clearance can reach about 85%, and the COD clearance can reach about 60%.
(3) rainwater treatment device convenient management of the present utility model, at ordinary times if the rubbish on the sanitationman's periodic cleaning cleaning rainwater water inlet device, filter etc. just can.The discovery filtrate stops up, and filters not freely, when rainwater has the sign that diffuses out when rainy, stirs or changes the top layer filtrate and just can; Stir and change the top layer filtrate when invalid, then need change whole filtrates and cleaning module.
Description of drawings
Fig. 1 is the structural representation of the rainwater treatment device of embodiment 1.
Fig. 2 is the 1-1 sectional view of Fig. 1.
Fig. 3 is the A-A sectional view of Fig. 1.
Fig. 4 is the 2-2 sectional view of Fig. 2.
Fig. 5 is the 3-3 sectional view of Fig. 2.
Fig. 6 is the 4-4 sectional view of Fig. 2.
Fig. 7 is the 5-5 sectional view of Fig. 2.
Fig. 8 is the structural representation of the rainwater treatment device of embodiment 3.
Fig. 9 is the 6-6 sectional view of Fig. 8.
Figure 10 is the 7-7 sectional view of Fig. 9.
Embodiment
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail, but embodiment of the present utility model is not limited thereto.
A kind of rainwater treatment device that is used for the rain sewage runoff pollution treatment of present embodiment, its structure comprise the precipitation well 1 and the screened well 2 that are connected shown in Fig. 1～7, the borehole wall of precipitation well 1 is provided with water-in 3, and water-in 3 is by water inlet pipe 4 external rainwater water inlet devices 5; Also be provided with water distribution mouth 6 on the borehole wall of precipitation well 1, precipitation well 1 communicates with screened well 2 by water distribution mouth 6, and the water distribution mouth 6 residing degree of depth also are provided with filter 7 greater than the water-in 3 residing degree of depth between water-in 3 and the water distribution mouth 6; Be provided with water distribution board 8 in the screened well 2, the water distribution board 8 residing degree of depth are greater than the water distribution mouth 6 residing degree of depth, water distribution board 8 belows are provided with filter material 9, screened well 2 bottoms are provided with the layer supporting plate 10 that is used for layer holder filter material 9, layer supporting plate 10 belows are Stilt layer 11, Stilt layer 11 is provided with water outlet 12, and water outlet 12 is by the external network of drains of rising pipe; Whole rainwater treatment device is embedded in underground.
In the rainwater treatment device of present embodiment, precipitation well 1 is a rectangular structure, screened well 2 has 2, be located at precipitation well 1 both sides respectively, each screened well 2 structures are identical, and the water distribution board 8 in each screened well 2 is made up of first water distribution board 13 and 14 splicings of second water distribution board respectively, and first water distribution board 13 is located at screened well interior 2 and is precipitated the side that well 1 joins, second water distribution board 14 is located at opposite side in the screened well 2, and the water distributing pore aperture of first water distribution board 13 is less than the water distributing pore aperture of second water distribution board 14; In screened well, filter material 9 is structure as a whole.
As shown in Figure 2, be provided with upflow tube 15 in the Stilt layer 11, upflow tube 15 passes filter material 9, and the space of the outlet of upflow tube 15 between water distribution board 8 and filter material 9, and second water distribution board 14 is provided with overflow port 16.
In the said structure, the water distributing pore aperture of first water distribution board 13 is less than the water distributing pore aperture of second water distribution board 14, its effect be when the dirty runoff rate of rain hour, prevent that upper strata sewage just is distributed fully through first water distribution board 13 time, thereby guarantee upper strata sewage being evenly distributed on filter material.
The rainwater treatment device of this structure is darker at underground buried depth, but floor space is less, the long 4m of the rainwater treatment device of present embodiment, wide 1.7m, dark 1.83m.
In the present embodiment, water distribution board 8 is the PVC plate, evenly is furnished with water distributing pore on the water distribution board 8, and the aperture of each water distributing pore is 4～10mm, and the water distributing pore aperture of first water distribution board 13 is 6mm in the present embodiment, and the water distributing pore aperture of second water distribution board 14 is 8mm; Layer supporting plate 10 is reinforced concrete prefabricated board, and layer supporting plate thickness is 50～80mm, evenly is furnished with water hole on the layer supporting plate 10, and the aperture of each water hole is 12～20mm, and the thickness of present embodiment middle level supporting plate 10 is 60mm, and the water hole aperture of layer supporting plate 10 is 15mm.
The borehole wall of precipitation well 1 or screened well 2 is a kind of in brick wall structure, reinforced concrete prefabricated board structure, PVC plate structure or the metal plate structure; Filter material 9 is one or more of river sand, rubble or haydite, in the present embodiment, filter material 9 comprises four-layer structure from top to bottom, that is: rubble (particle diameter 30～50mm, thick 100mm), rubble (particle diameter 15～30mm, thick 50mm), river sand (particle diameter 4～7mm, thick 300mm), river sand (particle diameter 2～4mm, thick 250mm).
When the rainwater treatment device of present embodiment uses, its rainwater purification principle is: the dirty runoff of rain falls bulky refuse on the face of land by the collection and the interception of rainwater water inlet device 5, the water inlet pipe 4 of flowing through, enter precipitation well 1, at first by filter 7 interception bulk rubbish, carry out plain sedimentation then, when waiting to precipitate upper strata sewage in the well 1 and overflowing to water distribution mouth 6, enter screened well 2 by water distribution mouth 6, in the time of the medium-sized floating matter rubbish of water distribution board 8 interception sewage is evenly distributed in the filter material 9, sewage by filter material 9 physical filtering and filter material 9 in the Degradation of microorganism reach the purpose that purifies water.Wherein, the sewage in the screened well 2 filters from top to bottom; The filtrate that obtains after sewage water filtration purifies is discharged by rising pipe in Stilt layer 11, and rising pipe connects according to the network of drains situation of locality and enters natural water body then.Upflow tube 15 has been installed in the filter material 9, when rain is dirty runoff rate is little or flow is big initial stage, sewage all purifies water through filter material 9, and the middle and later periods sewage of the dirty runoff rate of rain when big can be because have little time to enter filter material 9 and directly enter Stilt layer 11 by upflow tube 15 by water distribution board 8, the sewage pollution degree of this moment is very light, also can directly enter natural water body without purifying.The combination of Stilt layer 11 and upflow tube 15 not only can also be the microbiological deterioration reoxygenation in the filter material 9 for the smooth filtration ventilation of sewage, improves the degradation efficiency of microorganism, reduces the obstruction of filter material 9.
In the above-mentioned rainwater treatment device, rising pipe mainly contains following several with the type of attachment of network of drains: 1, rising pipe enters natural water body after can being connected with the water shoot of imperfection pipe network, perhaps directly enters natural water body.2, rising pipe can with enter natural water body after water shoot, the Sha Jing of combined system pipe network are connected, perhaps with after water shoot, the Sha Jing of combined system pipe network are connected, when entering local sewage work, enter natural water body without handling via other pipelines, can alleviate the load of sewage work like this, not upset the operation of sewage work.3, rising pipe can be connected with the rain-water drainage pipe network of separate system pipe network, do not need just can directly enter natural water body through unified the processing again, perhaps early stage, sewage was unified advanced treatment again, middle and later periods sewage directly enters natural water body, can avoid extensive rainwater to unify the construction of treatment facility like this, cause waste.
The rainwater treatment process that is used for the rain sewage runoff pollution treatment that present embodiment is realized by said apparatus may further comprise the steps:
(1) after rainwater water inlet device 5 was collected rainwater, rainwater entered precipitation well 1 by water inlet pipe 4;
(2) after rainwater enters precipitation well 1, remove the bulk rubbish that has in the rainwater by filter 7 earlier, rainwater deposits gradually in precipitation well 1 shaft bottom then, and the sludgd deposition in the rainwater is in precipitation well 1 shaft bottom, and upper strata sewage enters screened well 2 from the water distribution mouth 6 of the borehole wall;
(3) after upper strata sewage enters screened well 2, the floating matter that water distribution board 8 is removed in the sewage of upper strata, simultaneously upper strata sewage is evenly distributed in the filter material 9, upper strata sewage carries out physical filtering and microbiological deterioration through filter material 9, the filtrate that obtains after the filtration enters Stilt layer 11, delivers to network of drains by rising pipe from water outlet 12.
When the rainwater treatment device of present embodiment and treatment process were used in dmp filter, institute's each parameter of water sampling was: the dirty runoff rate 9L/m of rain
2.s, SS is 919mg/L, and COD is 158.35mg/L.Adopt national standard water-quality test method to measure the filtrate that obtains after handling, consequently: the SS clearance is 91%, and the COD clearance is 51%.
A kind of rainwater treatment device that is used for the rain sewage runoff pollution treatment of present embodiment, its structure is identical with embodiment one, and the rainwater treatment process that realizes by this device is also identical with embodiment one.Difference is, when the rainwater treatment device of present embodiment and treatment process are used in dmp filter, filter material 9 in the screened well 2 comprises top-down four-layer structure, that is: rubble (particle diameter 30～50mm, thick 100mm), rubble (particle diameter 15～30mm, thick 50mm), haydite (particle diameter 3～6mm, thick 300mm), river sand (particle diameter 2～4mm, thick 250mm).
Institute's each parameter of water sampling is: the dirty runoff rate 9L/m of rain
2.s, water inlet SS is 843mg/L, and COD is 191.9mg/L.Adopt national standard water-quality test method to measure the filtrate that obtains after handling, consequently: the SS clearance is 65%, and the COD clearance is 66%.
A kind of rainwater treatment device that is used for the rain sewage runoff pollution treatment of present embodiment, its structure comprise the precipitation well 1 and the screened well 2 that are connected shown in Fig. 8～10, the borehole wall of precipitation well 1 is provided with water-in 3, and water-in 3 is by water inlet pipe 4 external rainwater water inlet devices 5; Also be provided with water distribution mouth 6 on the borehole wall of precipitation well 1, precipitation well 1 communicates with screened well 2 by water distribution mouth 6, and the water distribution mouth 6 residing degree of depth also are provided with filter 7 greater than the water-in 3 residing degree of depth between water-in 3 and the water distribution mouth 6; Be provided with water distribution board 8 in the screened well 2, the water distribution board 8 residing degree of depth are greater than the water distribution mouth 6 residing degree of depth, water distribution board 8 belows are provided with filter material 9, screened well 2 bottoms are provided with the layer supporting plate 10 that is used for layer holder filter material 9, layer supporting plate 10 belows are Stilt layer 11, Stilt layer 11 is provided with water outlet 12, and water outlet 12 is by the external network of drains of rising pipe; Whole rainwater treatment device is embedded in underground.
In the rainwater treatment device of present embodiment, precipitation well 1 is a rectangular structure, and screened well 2 has 1, is located at precipitation well 1 one sides; In screened well 2, the three-decker of filter material 9 for being arranged side by side, from with precipitation well 1 screened well 2 one sides of joining to screened well 2 opposite sides, be followed successively by first filtering layer 17, second filtering layer 18 and the 3rd filtering layer 19, as shown in Figure 9, be provided with first dividing plate, 20, the first filtering layers 17 between first filtering layer 17 and second filtering layer 18 and communicate, be provided with its second partition that separates fully 21 between second filtering layer 18 and the 3rd filtering layer 19 with second filtering layer, 18 bottoms; On first filtering layer 17 and the 3rd filtering layer 19 water distribution board 8 is set respectively, the second partition 21 tops degree of depth of living in is greater than the water distribution board of first filtering layer 17 degree of depth of living in, and less than the water distribution board of the 3rd filtering layer 19 degree of depth of living in.
The rainwater treatment device of this structure is more shallow at subterranean buried depth, but floor space is bigger.The long 1.85m of the rainwater treatment device of present embodiment, wide 3m, dark 1.1m.
The borehole wall of precipitation well 1 or screened well 2 is a kind of in brick wall structure, reinforced concrete prefabricated board structure, PVC plate structure or the metal plate structure; Filter material 9 is one or more of river sand, rubble or haydite, in the present embodiment, first filtering layer 17 adopts river sand (particle diameter 2～4mm, thick 200mm), first filtering layer 18 adopts river sand (particle diameter 2～4mm, thick 200mm), the 3rd filtering layer 19 comprises double-layer structure from top to bottom, that is: river sand (particle diameter 4～7mm, thick 50mm), rubble (particle diameter 15～40mm, thick 150mm)
When the rainwater treatment device of present embodiment uses, its rainwater purification principle is: the dirty runoff of rain falls bulky refuse on the face of land by the collection and the interception of rainwater water inlet device 5, the water inlet pipe 4 of flowing through, enter precipitation well 1, at first by filter 7 interception bulk rubbish, carry out plain sedimentation then, when waiting to precipitate upper strata sewage in the well 1 and overflowing to water distribution mouth 6, enter screened well 2 by water distribution mouth 6, in the time of the medium-sized floating matter rubbish of water distribution board 8 interception sewage is evenly distributed in the filter material 9, sewage filters by the effect of first dividing plate 20 and second partition 21 is tortuous, earlier down after up more down.The filtrate that obtains after sewage water filtration purifies is discharged by rising pipe in Stilt layer 11, and rising pipe connects according to the network of drains situation of locality and enters natural water body then.Upflow tube 15 has been installed in the filter material 9, when rain is dirty runoff rate is little or flow is big initial stage, sewage all purifies water through filter material, and the middle and later periods sewage of the dirty runoff rate of rain when big can be because have little time to enter filter material and directly enter Stilt layer by upflow tube by water distribution board, the sewage pollution degree of this moment is very light, also can directly enter natural water body without purifying.The combination of Stilt layer 11 and upflow tube 15 not only can also be the microbiological deterioration reoxygenation in the filter material for the smooth filtration ventilation of sewage, improves the degradation efficiency of microorganism, reduces the obstruction of filter material.
In the present embodiment, rising pipe mainly contains following several with the type of attachment of network of drains: 1, rising pipe enters natural water body after can being connected with the water shoot of imperfection pipe network, perhaps directly enters natural water body.2, rising pipe can with enter natural water body after water shoot, the Sha Jing of combined system pipe network are connected, perhaps with after water shoot, the Sha Jing of combined system pipe network are connected, when entering local sewage work, enter natural water body without handling via other pipelines, can alleviate the load of sewage work like this, not upset the operation of sewage work.3, rising pipe can be connected with the rain-water drainage pipe network of separate system pipe network, do not need just can directly enter natural water body through unified the processing again, perhaps early stage, sewage was unified advanced treatment again, middle and later periods sewage directly enters natural water body, can avoid extensive rainwater to unify the construction of treatment facility like this, cause waste.
A kind of rainwater treatment process that is used for the rain sewage runoff pollution treatment that present embodiment is realized by said apparatus may further comprise the steps:
(1) after rainwater water inlet device 5 was collected rainwater, rainwater entered precipitation well 1 by water inlet pipe 4;
(2) after rainwater enters precipitation well 1, remove the bulk rubbish that has in the rainwater by filter 7 earlier, rainwater deposits gradually in precipitation well 1 shaft bottom then, and the sludgd deposition in the rainwater is in precipitation well 1 shaft bottom, and upper strata sewage enters screened well 2 from the water distribution mouth 6 of the borehole wall;
(3) after upper strata sewage enters screened well 2, the floating matter that the water distribution board 8 of first filtering layer, 17 tops is removed in the sewage of upper strata, upper strata sewage is evenly distributed in first filtering layer 17 simultaneously, after upper strata sewage carries out the one-level filtration through first filtering layer 17, passage by first dividing plate, 20 belows enters second filtering layer 18, in second filtering layer 18, carry out cascade filtration, water distribution board 8 by the 3rd filtering layer 19 tops is evenly distributed in the 3rd filtering layer 19 again, carry out three-stage filtration by the 3rd filtering layer 19, the filtrate that obtains after the filtration enters the Stilt layer 11 of the 3rd filtering layer 19 belows, delivers to network of drains by rising pipe from water outlet 12.
When the rainwater treatment device of present embodiment and treatment process were used in dmp filter, institute's each parameter of water sampling was: the dirty runoff rate 9L/m of rain
2.s, SS is 574mg/L, and COD is 172.49mg/L.Adopt national standard water-quality test method to measure the filtrate that obtains after handling, consequently: the SS clearance is 83%, and the COD clearance is 43%.
As mentioned above, just can realize the utility model preferably, the foregoing description is preferred embodiment of the present utility model only, is not to be used for limiting practical range of the present utility model; Be that all equalizations of being done according to the utility model content change and modification, all contained by the utility model claim scope required for protection.
Claims (7)
1. be used for the rainwater treatment device of rain sewage runoff pollution treatment, it is characterized in that, comprise the precipitation well and the screened well that are connected, the borehole wall of precipitation well is provided with water-in, and water-in is by the external rainwater water inlet of water inlet pipe device; Also be provided with water distribution mouth on the borehole wall of precipitation well, the precipitation well communicates with screened well by water distribution mouth, and the residing degree of depth of water distribution mouth also is provided with filter greater than the residing degree of depth of water-in between water-in and the water distribution mouth; Be provided with water distribution board in the screened well, the residing degree of depth of water distribution board is greater than the residing degree of depth of water distribution mouth, and the water distribution board below is provided with filter material, the screened well bottom is provided with the layer supporting plate that is used for layer holder filter material, layer supporting plate below is a Stilt layer, and Stilt layer is provided with water outlet, and water outlet is by the external network of drains of rising pipe; Whole rainwater treatment device is embedded in underground.
2. according to the described rainwater treatment device that is used for the rain sewage runoff pollution treatment of claim 1, it is characterized in that, described precipitation well is a rectangular structure, screened well has 2, be located at precipitation well both sides respectively, each screened well structure is identical, water distribution board in each screened well is made up of first water distribution board and the splicing of second water distribution board respectively, first water distribution board is located at a side of joining with the precipitation well in the screened well, second water distribution board is located at opposite side in the screened well, and the water distributing pore aperture of first water distribution board is less than the water distributing pore aperture of second water distribution board; In screened well, filter material is structure as a whole.
3. according to claim 1 or the 2 described rainwater treatment devices that are used for the rain sewage runoff pollution treatment, it is characterized in that be provided with upflow tube in the described Stilt layer, upflow tube passes filter material, and the space of the outlet of upflow tube between water distribution board and filter material, second water distribution board is provided with overflow port.
4. according to the described rainwater treatment device that is used for the rain sewage runoff pollution treatment of claim 1, it is characterized in that described precipitation well is a rectangular structure, screened well has 1, is located at precipitation well one side; In screened well, filter material is the three-decker that is arranged side by side, from with precipitation well screened well one side of joining to the screened well opposite side, be followed successively by first filtering layer, second filtering layer and the 3rd filtering layer, be provided with first dividing plate between first filtering layer and second filtering layer, first filtering layer communicates with second filtering layer bottom, is provided with the second partition that it is separated fully between second filtering layer and the 3rd filtering layer; On first filtering layer and the 3rd filtering layer water distribution board is set respectively, the second partition top degree of depth of living in is greater than the water distribution board of first filtering layer degree of depth of living in, and less than the water distribution board of the 3rd filtering layer degree of depth of living in.
5. according to claim 1 or the 4 described rainwater treatment devices that are used for the rain sewage runoff pollution treatment, it is characterized in that, described Stilt layer is located at the 3rd filtering layer below, be provided with at least one upflow tube in the Stilt layer, each upflow tube passes the 3rd filtering layer and its corresponding water distribution board respectively, and overflow port is located on the water distribution board.
6. according to the described rainwater treatment device that is used for the rain sewage runoff pollution treatment of claim 1, it is characterized in that described water distribution board is the PVC plate, evenly be furnished with water distributing pore on the water distribution board, the aperture of each water distributing pore is 4～10mm; Described layer supporting plate is precoated plate on the reinforced concrete, and layer supporting plate thickness is 50～80mm, evenly is furnished with water hole on the layer supporting plate, and the aperture of each water hole is 12～20mm.
7. according to the described rainwater treatment device that is used for the rain sewage runoff pollution treatment of claim 1, it is characterized in that the borehole wall of described precipitation well or screened well is a kind of in brick wall structure, reinforced concrete prefabricated board structure, PVC plate structure or the metal plate structure; Described filter material is one or more of river sand, rubble or haydite.
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201020203012 CN201756478U (en) | 2010-05-19 | 2010-05-19 | Rainwater processing device for rainwater runoff contamination treatment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020203012 CN201756478U (en) | 2010-05-19 | 2010-05-19 | Rainwater processing device for rainwater runoff contamination treatment |
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| CN201756478U true CN201756478U (en) | 2011-03-09 |
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| CN 201020203012 Expired - Lifetime CN201756478U (en) | 2010-05-19 | 2010-05-19 | Rainwater processing device for rainwater runoff contamination treatment |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101830577A (en) * | 2010-05-19 | 2010-09-15 | 环境保护部华南环境科学研究所 | Rainwater treatment device for rainwater and sewage runoff pollution treatment and method thereof |
| CN102409750A (en) * | 2011-08-18 | 2012-04-11 | 杨欣 | Sewage treatment shunting well |
| CN102936064A (en) * | 2012-10-31 | 2013-02-20 | 江苏大学 | Device for purifying roof rainwater rapidly |
| CN107601609A (en) * | 2017-10-26 | 2018-01-19 | 天津工业大学 | Courtyard-type beverage well system for bitter self-cleaning |
| CN109479676A (en) * | 2018-11-10 | 2019-03-19 | 湖南草字头生态环境建设有限公司 | A method of it is used using the rainwater circulatory system for roof garden pouring |
| CN112064716A (en) * | 2020-09-03 | 2020-12-11 | 温州泰乐维工程设计有限公司 | Rainwater collection device that sponge city was used |
| CN112252435A (en) * | 2020-10-20 | 2021-01-22 | 温州泰乐维工程设计有限公司 | Symmetrical rainwater water receiving device for sponge city |
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2010
- 2010-05-19 CN CN 201020203012 patent/CN201756478U/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101830577A (en) * | 2010-05-19 | 2010-09-15 | 环境保护部华南环境科学研究所 | Rainwater treatment device for rainwater and sewage runoff pollution treatment and method thereof |
| CN102409750A (en) * | 2011-08-18 | 2012-04-11 | 杨欣 | Sewage treatment shunting well |
| CN102409750B (en) * | 2011-08-18 | 2013-10-23 | 杨欣 | Sewage treatment shunting well |
| CN102936064A (en) * | 2012-10-31 | 2013-02-20 | 江苏大学 | Device for purifying roof rainwater rapidly |
| CN102936064B (en) * | 2012-10-31 | 2014-05-28 | 江苏大学 | Device for purifying roof rainwater rapidly |
| CN107601609A (en) * | 2017-10-26 | 2018-01-19 | 天津工业大学 | Courtyard-type beverage well system for bitter self-cleaning |
| CN109479676A (en) * | 2018-11-10 | 2019-03-19 | 湖南草字头生态环境建设有限公司 | A method of it is used using the rainwater circulatory system for roof garden pouring |
| CN112064716A (en) * | 2020-09-03 | 2020-12-11 | 温州泰乐维工程设计有限公司 | Rainwater collection device that sponge city was used |
| CN112064716B (en) * | 2020-09-03 | 2022-04-05 | 广东长海建设工程有限公司 | Rainwater collection device that sponge city was used |
| CN112252435A (en) * | 2020-10-20 | 2021-01-22 | 温州泰乐维工程设计有限公司 | Symmetrical rainwater water receiving device for sponge city |
| CN112252435B (en) * | 2020-10-20 | 2022-02-18 | 中国市政工程西南设计研究总院有限公司 | Symmetrical rainwater water receiving device for sponge city |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20110309 Effective date of abandoning: 20111221 |