CN207919725U - Rainwater deslagging and sand settling device - Google Patents
Rainwater deslagging and sand settling device Download PDFInfo
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- CN207919725U CN207919725U CN201721832842.9U CN201721832842U CN207919725U CN 207919725 U CN207919725 U CN 207919725U CN 201721832842 U CN201721832842 U CN 201721832842U CN 207919725 U CN207919725 U CN 207919725U
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- sand setting
- rainwater
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- 239000004576 sand Substances 0.000 title claims abstract description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 238000004140 cleaning Methods 0.000 claims description 16
- 239000002689 soil Substances 0.000 claims description 16
- 239000013049 sediment Substances 0.000 claims description 14
- 230000014759 maintenance of location Effects 0.000 claims description 12
- 239000002893 slag Substances 0.000 claims description 2
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 2
- 239000003344 environmental pollutant Substances 0.000 description 7
- 231100000719 pollutant Toxicity 0.000 description 7
- 238000012545 processing Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- MWUXSHHQAYIFBG-UHFFFAOYSA-N nitrogen oxide Inorganic materials O=[N] MWUXSHHQAYIFBG-UHFFFAOYSA-N 0.000 description 3
- 238000013019 agitation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 239000004519 grease Substances 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000007726 management method Methods 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 244000052769 pathogen Species 0.000 description 2
- 230000001717 pathogenic effect Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000010907 mechanical stirring Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002516 radical scavenger Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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- Processing Of Solid Wastes (AREA)
Abstract
The utility model provides a rainwater deslagging and sand settling device, which comprises a cyclone cylinder, a scum interception chamber, a vertical flow sand settling chamber and a balanced water outlet chamber which are sequentially arranged and communicated, wherein the cyclone cylinder is arranged along the vertical direction, the cyclone cylinder is provided with an inlet pipeline and a first drainage port, the inlet pipeline is higher than the first drainage port in the vertical direction, the inlet pipeline is arranged along the tangential direction of the cyclone cylinder and is communicated with an inner cavity of the cyclone cylinder, the first drainage port is arranged on the cylinder wall of the cyclone cylinder, and the first drainage port is communicated with the scum interception chamber; a second through hole is formed in the bottom of the connecting wall between the scum interception chamber and the vertical flow sand setting chamber; a third through hole is formed in the middle of a connecting wall between the vertical flow sand setting chamber and the balanced water outlet chamber; and a drainage pipeline is arranged at the lower part of the side wall of the balanced water outlet chamber, which is opposite to the vertical flow sand setting chamber. The utility model has the advantages that: energy is not consumed, and the maintenance and the overhaul are convenient; the treatment efficiency is high, and the method can be used for treating initial rainwater in a large drainage basin range.
Description
Technical field
The utility model is related to device for treating rain water field, specifically a kind of rainwater slagging-off desilting device.
Background technology
Initial rainwater pollution is primarily referred to as initial period in rainfall, and raindrop wash away urban road, all kinds of through eluting air
After building, waste etc., carries various pollutants matter (such as nitrogen oxides, organic matter and pathogen) and enter surface water
And underground water, the pollution of city river, water head site is aggravated, to influence the sustainable use of city water resource.In current city
While point-source pollution is gradually controlled and administered, due to the continuous growth on impermeable surface in city, cause by rainwater
Non-point pollution caused by runoff, that is, urban ground initial rainwater pollution becomes increasingly conspicuous.The pollution level of urban ground initial rainwater
It is higher, the pollutants such as a large amount of suspended solid, organic matter, heavy metal, grease, pathogen, these pollutions are contained in initial rainwater
Mainly there are pollutant, roof building material and the city sewage etc. that concrete road rubbish, automobile generate in the source of object.If no
Initial rainwater is handled, is directly discharged into urban water-body, it will bears to urban water-body such as river, lake or naturally water
Body causes very serious pollution.
Correlative study shows as the characteristic feature pollutant in initial rainwater, the presence pair of suspended solid silt (SS)
There is larger impact in other dissolubility pollutant concentration.Sediment by rotational flow technology cuts down controlling party as a kind of efficient silt
Method is widely used in storm sewer and confluence of rainwater and sewage pipeline silt sedimentation, and develops a variety of commercialization eddy flows
Separator.Domestic existing urban discharging pipeline sediment by rotational flow technology generally existing is centainly insufficient, and operational management is inconvenient, and eddy flow is heavy
Or sand device needs impeller or agitating paddle or equipped with the filter plants such as filter screen or the artificial dredging of going into the well of needs, and arranges
The solid ingredients that waterpipe flow carries are complicated and amount is big, are easy to happen agitating paddle by fibrous object winding, filter plant
It is blocked, the difficulty in the operational managements such as dredging workload of manually going into the well is heavy.Mechanical agitation is consumed compared with multiple-energy-source, and rainfall is not
Uniformly cause mechanical paddle board work off and on, the operating energy consumption of driving motor intermittence is big and accident easily occurs.Prefabricated eddy flow
For sand setting equipment because being limited by volume, processing capacity is smaller, and generally less than 700L/s is only limitted to cell range, can not be applied to city
The initial rainwater of political affairs large watershed range cuts dirty processing.
Utility model content
The utility model provides a kind of rainwater slagging-off desilting device, to reach saving energy consumption, applicable large watershed range
Purpose.
Technical solution adopted by the utility model to solve its technical problems is：A kind of rainwater slagging-off desilting device, including
It sets gradually and swirl cylinder, dross retention room, perpendicular stream sand setting room and balanced water-supplying chamber, the swirl cylinder being connected to vertically is set
It sets, swirl cylinder is provided with inlet ductwork and the first discharge outlet, and inlet ductwork is positioned vertically higher than the first discharge outlet, inlet tube
Curb swirl cylinder is tangentially-arranged and is connected to eddy flow tube inner chamber, and the first discharge outlet is arranged on the barrel of swirl cylinder, the first draining
Mouth is connected to dross retention room；The connection wall bottom that dross retains between room and perpendicular stream sand setting room offers the second through-hole；Perpendicular stream
Third through-hole is offered in the middle part of connection wall between sand setting room and balanced water-supplying chamber；Balanced water-supplying chamber is opposite with perpendicular stream sand setting room
Lower sidewall is provided with discharge pipe line.
Further, correspondence offers the second discharge outlet on the barrel of swirl cylinder, and the second discharge outlet is located at the first discharge outlet
The top of vertical direction, and the second discharge outlet is connected to dross retention room.
Further, the area of the first discharge outlet is less than the area of the second discharge outlet.
Further, it erects and is further opened with fifth hole in the connection wall between stream sand setting room and balanced water-supplying chamber, the 5th is logical
Hole is located at the top of third through-hole vertical direction.
Further, the area of fifth hole is more than the area of third through-hole.
Further, it is provided with the first soil cleaning port at the top of sediment by rotational flow room.
Further, it is provided with the second soil cleaning port at the top of dross retention room.
Further, it erects and is provided with third soil cleaning port at the top of stream sand setting room.
Further, it is provided with the 4th soil cleaning port at the top of balanced water-supplying chamber.
The utility model has the beneficial effects that：
Sediment by rotational flow room retains room with dross, erects stream sand setting room synergy, improves to initial rainwater slagging-off sand setting
Effect；
The energy is not consumed, Maintenance and Repair are convenient；
Mode of construction is flexible, can select prefabricated or cast in situs according to processing water；
Floor space is small, and treatment effeciency is high；
Equipped with high flow capacity channel, there is preferable treatment effect for big peak flow rainwater, can be used for big drainage area model
The initial rainwater processing enclosed.
Description of the drawings
The accompanying drawings which form a part of this application are used to provide a further understanding of the present invention, this practicality
Novel illustrative embodiments and their description are not constituted improper limits to the present invention for explaining the utility model.
In the accompanying drawings：
Fig. 1 is the overlooking structure diagram of the utility model embodiment；
Fig. 2 is A-A sectional views in Fig. 1；
Fig. 3 is B-B sectional views in Fig. 1；
Fig. 4 is C-C sectional views in Fig. 1；
Fig. 5 is D-D sectional views in Fig. 1；
Fig. 6 is the structural schematic diagram of swirl cylinder in the utility model embodiment.
Reference numeral in figure：10, sediment by rotational flow room；11, the first soil cleaning port；20, dross retains room；21, the second soil cleaning port；
30, stream sand setting room is erected；31, third soil cleaning port；40, balanced water-supplying chamber；41, the 4th soil cleaning port；42, discharge pipe line；50, eddy flow
Cylinder；51, inlet ductwork；52, the first discharge outlet；53, the second discharge outlet；61, first through hole；62, the second through-hole；63, third is logical
Hole；64, fourth hole；65, fifth hole.
Specific implementation mode
It should be noted that in the absence of conflict, the features in the embodiments and the embodiments of the present application can phase
Mutually combination.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
As shown in Figures 1 to 6, the utility model embodiment provides a kind of rainwater slagging-off desilting device, including sets successively
Swirl cylinder 50, dross retention room 20, perpendicular stream sand setting room 30 and the balanced water-supplying chamber 40 set and be connected to, swirl cylinder 50 is vertically
Setting, swirl cylinder 50 are provided with inlet ductwork 51 and the first discharge outlet 52, and inlet ductwork 51 is positioned vertically higher than first row
The mouth of a river 52, inlet ductwork 51 is tangentially-arranged along swirl cylinder 50 and is connected to 50 inner cavity of swirl cylinder, and the setting of the first discharge outlet 52 is being revolved
On the barrel of flow cartridge 50, the first discharge outlet 52 is connected to dross retention room 20；Dross retains between room 20 and perpendicular stream sand setting room 30
Connection wall bottom offer the second through-hole 62；It is offered in the middle part of connection wall between perpendicular stream sand setting room 30 and balanced water-supplying chamber 40
Third through-hole 63；The lower sidewall opposite with perpendicular stream sand setting room 30 of balanced water-supplying chamber 40 is provided with discharge pipe line 42.
Wherein, it should be noted that Fig. 1 is overlooking structure diagram, along vertical paper direction be normal use when by
On in downward direction.Direction from top to bottom when direction is normal use from left to right along paper in Fig. 2.
The utility model embodiment forms level pressure using the water-head of inlet ductwork 51 and the first discharge outlet 52, makes whole
Any mechanical agitation component, which need not be arranged, in a rainwater slagging-off desilting device can carry out swirling motion slagging-off sand setting, due to not having
Be arranged mechanical stirring device, therefore the utility model embodiment have the advantages that compared with the existing technology it is energy saving.
Meanwhile the swirl cylinder 50 by setting gradually and being connected to, dross retention room 20, perpendicular stream sand setting room 30 and balanced water outlet
Room 40 can effectively promote slagging-off deposit efficiency and pollutants removal rate.The utility model embodiment pollutes 100 μm or more
The removal rate of object is up to 80% or more.
Rainwater slagging-off desilting device further includes sediment by rotational flow room 10, and swirl cylinder 50 is arranged in sediment by rotational flow room 10, eddy flow
It is provided with first through hole 61 and fourth hole 64 in connection wall between sand setting room 10 and dross retention room 20.First discharge outlet 52
Corresponding with 61 position of first through hole, the second discharge outlet 53 is corresponding with fourth hole 64.Above-mentioned first discharge outlet in handling rainwater
52 can be connected to first through hole 61, and the second discharge outlet 53 can be connected to fourth hole 64, and rainwater can pass through above-mentioned first
Through-hole 61 and fourth hole 64 (being used when rainfall peak value) import dross and retain room 20.
In one embodiment, the first discharge outlet 52 is corresponding with 61 position of first through hole but interval is arranged, the second discharge outlet
53 but interval settings corresponding with 64 position of fourth hole, are further sunk by the rainwater flowed out in swirl cylinder 50 through sediment by rotational flow room 10
Behind shallow lake, dross is imported by first through hole 61 and fourth hole 64 (being used when rainfall peak value) and retains room 20.
In another embodiment, the cylinder of the connection wall and swirl cylinder 50 between sediment by rotational flow room 10 and dross retention room 20
Wall shape is adapted, above-mentioned first discharge outlet 52 and 61 palette of first through hole, above-mentioned second discharge outlet 53 and fourth hole
64 palettes.
Specifically, when non-rainfall peak value carries out pollutant removal operation, rainwater is imported by inlet ductwork 51, utilizes rotation
The cyclonic action of flow cartridge 50, density are more than the suspended solids such as the silt of water and are pushed to periphery, and the barrel along swirl cylinder 50 falls into bottom
Portion's sand setting storage area；Density is less than the dross of water, and such as pop can and empty water bottle, the rubbish such as grease are pushed to central area, float on
On the water surface of central area.Arrow direction is water (flow) direction in wherein Fig. 1 to Fig. 6.
The diameter of swirl cylinder is according to formulaIt determines, wherein D is swirl cylinder diameter (m), and Q is rainwater peak value
Flow (m3/ s), π 3.14, q are design waterpower surface loading (m3/m2·s).The available depth of swirl cylinderWherein
H is swirl cylinder available depth (m), and t is swirl cylinder hydraulic detention time (s), remaining symbol is same as above.Waterpower when peak flow is stopped
The time is stayed to be at least 30s.
Rainwater is tentatively cleaned in swirl cylinder, forms half net rainfall water (containing part sand setting and dross), half net rainfall
Water is entered by the first discharge outlet 52 in dross retention room 20.Since dross retains the connection between room 20 and perpendicular stream sand setting room 30
Wall bottom opens up the second through-hole 62, and the density ratio water of above-mentioned dross is light, therefore can swim on the water surface, and the second through-hole 62 is located at
Bottom position, so dross will be filtered retains room 20 in dross.
Rainwater into perpendicular stream sand setting room 30 carries part sand setting, since sand setting density is larger, can be deposited on perpendicular stream sand setting
The bottom of room 30, and third through-hole 63 is opened in the middle part of the connection wall between perpendicular stream sand setting room 30 and balanced water-supplying chamber 40, therefore
The part sand setting in rainwater is trapped in perpendicular stream sand setting room 30, and clean rainwater can enter in balanced water-supplying chamber 40,
It is exported to rainwater storage tank or access Manual moist and is located in by discharge pipe line 42 after balanced water quality and water in balanced water-supplying chamber 40
Reason system.Third through-hole 63 is vertically to perpendicular stream sand setting room of the depth at least more than 1/3 times of perpendicular 30 bottom of stream sand setting room
Length in 30 parallel water (flow) directions.
Preferably, correspondence offers the second discharge outlet 53 on the barrel of swirl cylinder 50, and the second discharge outlet 53 is located at first row
52 top of the mouth of a river, sediment by rotational flow room 10 and dross retain and are further opened with fourth hole 64, four-way in the connection wall between room 20
Hole 64 is located at 61 top of first through hole.Second discharge outlet 53 is corresponding with 64 position of fourth hole.First discharge outlet 52 and first is logical
The shapes and sizes in hole 61 are identical, and the second discharge outlet 53 is identical as the shapes and sizes of fourth hole 64, and the first discharge outlet
52 area is less than the area of the second discharge outlet 53.
Second discharge outlet 53 and fourth hole 64 are set, it is therefore an objective to be used as high flow capacity channel.I.e. during the rainfall,
If the rainfall of certain period is excessive, the rainwater higher than designed capacity is drained by high flow capacity channel, reduces sediment by rotational flow room 10
Water body turbulent flow prevents interference of the flowed fluctuation to sand setting slag removal.
Further, it erects and is further opened with fifth hole 65 in the connection wall between stream sand setting room 30 and balanced water-supplying chamber 40,
Fifth hole 65 is located at the top of 63 vertical direction of third through-hole.The area of fifth hole 65 is more than the area of third through-hole 63.
The fifth hole 65 is also used as high flow capacity channel, is no longer repeated herein.
It should be noted that the fifth hole 65 builds up the form of rectangular weir, overflow discharge capacity according to
It determines, wherein A is the discharge capacity (m of rectangular weir3/ s), b is that weir is wide (m), and g is acceleration of gravity, and H is weir headwater depth (m), m
For correction factor, value 0.4-0.6.Rectangular weir can realize that overflow capability is larger compared with low water level overflow, reduce the flow pair of overflow
Third through-hole 63 is discharged the interference of flow.
The top of sediment by rotational flow room 10 is provided with the first soil cleaning port 11.The top of dross retention room 20 is provided with second and removes contamination
Mouth 21.The top of perpendicular stream sand setting room 30 is provided with third soil cleaning port 31.The top of balanced water-supplying chamber 40 is provided with the 4th soil cleaning port
41.Municipal administration suction-type sewer scavenger can be 3~6 by above-mentioned soil cleaning port suction foot deposit and surface scum, cycle of removing when dry season
A month.
The utility model embodiment can carry out prefabricated when handling water smaller (being less than 700L/S)；When processing water compared with
Greatly (be more than 700L/S) when, can scene build by laying bricks or stones, therefore the utility model embodiment has processing flow in extensive range, builds flexible
Convenient advantage.
It can be seen from the above description that the above embodiments of the present invention achieve the following technical effects：
1, sediment by rotational flow room and dross retain room, erect stream sand setting room synergy, improve to initial rainwater slagging-off sand setting
Effect；
2, the energy is not consumed, Maintenance and Repair are convenient；
3, mode of construction is flexible, can select prefabricated or cast in situs according to processing water；
4, floor space is small, and treatment effeciency is high；
5, it is equipped with high flow capacity channel, has preferable treatment effect for big peak flow rainwater, can be used for big drainage area
The initial rainwater of range is handled.
The above, only specific embodiment of the utility model cannot limit the range that utility model is implemented, institute with it
With the displacement of its equivalent assemblies, or according to equivalent variations made by the utility model patent protection domain and modification, should all still fall within
The scope that this patent is covered.In addition, between technical characteristic and technical characteristic in the utility model, technical characteristic and technical solution
Between, between technical solution and technical solution use can be freely combined.
Claims (9)
- The desilting device 1. a kind of rainwater removes the gred, which is characterized in that swirl cylinder (50), dross including setting gradually and being connected to retain Room (20), perpendicular stream sand setting room (30) and balanced water-supplying chamber (40),Swirl cylinder (50) is vertically arranged, and swirl cylinder (50) is provided with inlet ductwork (51) and the first discharge outlet (52), into Mouthful pipeline (51) is positioned vertically higher than the first discharge outlet (52), inlet ductwork (51) it is tangentially-arranged along swirl cylinder (50) and with Swirl cylinder (50) inner cavity is connected to, and the first discharge outlet (52) is arranged on the barrel of swirl cylinder (50), the first discharge outlet (52) with it is floating Slag retains room (20) connection；The connection wall bottom that dross retains between room (20) and perpendicular stream sand setting room (30) offers the second through-hole (62)；Third through-hole (63) is offered in the middle part of connection wall between perpendicular stream sand setting room (30) and balanced water-supplying chamber (40)；Balanced water-supplying chamber (40) lower sidewall opposite with perpendicular stream sand setting room (30) is provided with discharge pipe line (42).
- The desilting device 2. rainwater according to claim 1 removes the gred, which is characterized in thatThe second discharge outlet (53) is offered on the barrel of swirl cylinder (50), it is perpendicular that the second discharge outlet (53) is located at the first discharge outlet (52) Histogram to top, and the second discharge outlet (53) and dross retention room (20) are connected to.
- The desilting device 3. rainwater according to claim 2 removes the gred, which is characterized in that the area of the first discharge outlet (52) is less than The area of second discharge outlet (53).
- The desilting device 4. rainwater according to claim 1 removes the gred, which is characterized in that perpendicular stream sand setting room (30) and balanced water outlet Fifth hole (65) is further opened in connection wall between room (40), fifth hole (65) is located at third through-hole (63) vertical direction Top.
- The desilting device 5. rainwater according to claim 4 removes the gred, which is characterized in that the area of fifth hole (65) is more than the The area of three through-holes (63).
- The desilting device 6. rainwater according to any one of claim 1 to 5 removes the gred, which is characterized in that sediment by rotational flow room (10) the first soil cleaning port (11) is provided at the top of.
- The desilting device 7. rainwater according to any one of claim 1 to 5 removes the gred, which is characterized in that dross retains room (20) the second soil cleaning port (21) is provided at the top of.
- The desilting device 8. rainwater according to any one of claim 1 to 5 removes the gred, which is characterized in that perpendicular stream sand setting room (30) third soil cleaning port (31) is provided at the top of.
- The desilting device 9. rainwater according to any one of claim 1 to 5 removes the gred, which is characterized in that balanced water-supplying chamber (40) the 4th soil cleaning port (41) is provided at the top of.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721832842.9U CN207919725U (en) | 2017-12-25 | 2017-12-25 | Rainwater deslagging and sand settling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721832842.9U CN207919725U (en) | 2017-12-25 | 2017-12-25 | Rainwater deslagging and sand settling device |
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| Publication Number | Publication Date |
|---|---|
| CN207919725U true CN207919725U (en) | 2018-09-28 |
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ID=63607809
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721832842.9U Active CN207919725U (en) | 2017-12-25 | 2017-12-25 | Rainwater deslagging and sand settling device |
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| CN (1) | CN207919725U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965042A (en) * | 2017-12-25 | 2018-04-27 | 中冶京诚工程技术有限公司 | Rainwater deslagging and sand settling device |
-
2017
- 2017-12-25 CN CN201721832842.9U patent/CN207919725U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965042A (en) * | 2017-12-25 | 2018-04-27 | 中冶京诚工程技术有限公司 | Rainwater deslagging and sand settling device |
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