CN106693468A - Abandoning, purifying and storing system for rainwater - Google Patents
Abandoning, purifying and storing system for rainwater Download PDFInfo
- Publication number
- CN106693468A CN106693468A CN201611179232.3A CN201611179232A CN106693468A CN 106693468 A CN106693468 A CN 106693468A CN 201611179232 A CN201611179232 A CN 201611179232A CN 106693468 A CN106693468 A CN 106693468A
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- China
- Prior art keywords
- room
- rainwater
- purification
- housing
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000746 purification Methods 0.000 claims abstract description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 43
- 238000001914 filtration Methods 0.000 claims abstract description 28
- 229910052620 chrysotile Inorganic materials 0.000 claims description 8
- 239000002245 particle Substances 0.000 claims description 8
- 239000006004 Quartz sand Substances 0.000 claims description 7
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 7
- CWBIFDGMOSWLRQ-UHFFFAOYSA-N trimagnesium;hydroxy(trioxido)silane;hydrate Chemical compound O.[Mg+2].[Mg+2].[Mg+2].O[Si]([O-])([O-])[O-].O[Si]([O-])([O-])[O-] CWBIFDGMOSWLRQ-UHFFFAOYSA-N 0.000 claims description 7
- 238000012856 packing Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 4
- 238000001727 in vivo Methods 0.000 claims 1
- 230000006870 function Effects 0.000 abstract description 6
- 238000011084 recovery Methods 0.000 abstract description 3
- 239000012535 impurity Substances 0.000 description 7
- 239000000725 suspension Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 239000000706 filtrate Substances 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 229910001385 heavy metal Inorganic materials 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000004519 grease Substances 0.000 description 2
- 150000002500 ions Chemical class 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 230000006386 memory function Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 230000007096 poisonous effect Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/007—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with multiple filtering elements in series connection
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
- B01D24/10—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being held in a closed container
- B01D24/16—Upward filtration
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2101/00—Types of filters having loose filtering material
- B01D2101/04—Sand or gravel filters
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2201/00—Details relating to filtering apparatus
- B01D2201/10—Filtration under gravity in large open drainage basins
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2201/00—Details relating to filtering apparatus
- B01D2201/20—Pressure-related systems for filters
- B01D2201/204—Systems for applying vacuum to filters
- B01D2201/206—Systems for applying vacuum to filters by the weight of the liquid in a tube, e.g. siphon, barometric leg
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/10—Dividing the first rain flush out of the stormwater flow
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Filtration Of Liquid (AREA)
Abstract
The invention relates to the technical field of rainwater treatment, and discloses an abandoning, purifying and storing system for rainwater. The abandoning, purifying and storing system comprises a purifying and storing chamber, wherein a shell is arranged in the purifying and storing chamber; the shell is provided with a water inlet port, a water outlet port and an overflow port in sequence from bottom to top; a filtering and storing layer is arranged between the water inlet port and the water outlet port in the shell; the water outlet port is mutually connected with a water discharge pipe outside the purifying and storing chamber. By using the abandoning, purifying and storing system, the abandoning, collection and purification functions of the rainwater are realized at a light-rain time interval; the difference of the water quality of the collected rainwater is reduced; the recovery is facilitated; moreover, at a torrential-rain time interval, water can be quickly discharged.
Description
Technical field
The present invention relates to rainwater treatment technical field, more particularly to a kind of rain water drainage purification and storage system.
Background technology
Current city rainwater drainage system is functional in organized water drainage, and this rain-water drainage form not only results in pollution of area source,
Also ignore the utilization of rainwater resource.For the sustainable use of rainwater resource, during city rainwater drainage, it is necessary to right
The heavier first rain of pollution level carries out abandoned stream, and rainwater is carried out to a certain degree during rainwater is delivered to sewage treatment plant
Purification and storage, cause that rainwater reuse more facilitates while sewage treatment plant's water quality and water load is reduced.
The purification content of rainwater mainly includes removal solid suspension, partial organic substances and heavy metal, grease, colloidal particles
Deng.Current rain water drainage purification storage device mainly includes following shortcoming：A part of rainwater flow-discarding device only possesses first rain and abandons
Stream and collection, memory function, do not possess purification function, ignore the removal of rainwater small particles impurity, grease and gummed paper particle,
Cause collect Rainwater Quality it is poor and cannot reuse.A part of rainwater purification apparatus are due to the filtration of purifying layer so that
Rainwater reduced velocity flow, when causing very heavy rains cannot Quick drainage, aggravate urban waterlogging.
The content of the invention
(1) technical problem to be solved
It is an object of the invention to provide a kind of rain water drainage purification and storage system, in the light rain period, abandoning for rainwater is realized
Stream, collection and purification function, reduce the Rainwater Quality difference of collection, are conducive to reclaiming；And in the heavy rain period, can be quick
Draining.
(2) technical scheme
In order to solve the above-mentioned technical problem, the present invention provides a kind of rain water drainage purification and storage system, including：Purification storage
Room, is provided with housing in the purification storage room, the housing is sequentially provided with water inlet, delivery port and overfall from the bottom to top,
Filtering storage layer is provided with the housing between water inlet and delivery port；Drainpipe outside the delivery port and purification storage room
It is connected with each other.
Wherein, also including abandoned stream room, the middle and upper part of the abandoned stream room is provided with crest of weir, the crest of weir and the purification storage room
Connection.
Wherein, spoil disposal room is additionally provided with the purification storage room, the housing is suspended in the purification storage room, institute
Spoil disposal room is stated located at housing lower section.
Wherein, the filtering storage layer bottom is additionally provided with coupled discharge outlet, the discharge outlet and the outer row
Water pipe is connected.
Wherein, the filtering storage layer includes from top to bottom being sequentially provided with chrysotile layer, quartz sand layer and boulder bed.
Wherein, the boulder bed particle diameter is 15-25mm, and thickness is 80-100mm；The quartz sand layer thickness is 60-
80mm。
Wherein, jag is provided with the top of the housing, institute's overfall is located at the jag；The water inlet is located at institute
State housing bottom.
Wherein, fixed plate is provided with the filtering storage layer, for fixing filter packing.
Wherein, abandoned stream room top sets rainwater grid and rain pipe.
Wherein, it is additionally provided with access hole in the purification storage room upper end.
(3) beneficial effect
A kind of rain water drainage purification and storage system that the present invention is provided, in the light rain period, realizes the abandoned stream of rainwater, collects
And purification function, reduce the Rainwater Quality difference of collection, beneficial to recovery；And in the heavy rain period, can be with Quick drainage.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram of rain water drainage purification and storage system of the invention；
Fig. 2 is a kind of top view of the housing of rain water drainage purification and storage system of the invention；
Fig. 3 is a kind of A-A faces profile of the housing of rain water drainage purification and storage system of the invention；
Fig. 4 is a kind of B-B profiles of the housing of rain water drainage purification and storage system of the invention.
In figure, 1, rainwater grid；2nd, rain pipe；3rd, abandoned stream room；4th, water inlet；5th, spoil disposal room；6th, storage layer is filtered；7th, purify
Storage room；8th, overfall；9th, delivery port；10th, drainpipe；11st, chrysotile layer；12nd, quartz sand layer；13rd, boulder bed；14th, draining
Mouthful；15th, access hole.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the invention is described in further detail.Following instance
For illustrating the present invention, but it is not limited to the scope of the present invention.
As shown in Figure 1, Figure 2 and Figure 3, the present invention provides a kind of rain water drainage purification and storage system, including：Purification storage room
7, housing is provided with the purification storage room 7, the housing is sequentially provided with water inlet 4, delivery port 9 and overfall 8 from the bottom to top,
Filtering storage layer 6 is provided between water inlet and delivery port in the housing；Outside the delivery port 9 and purification storage room 7
Drainpipe 10 is connected with each other.
Specifically, as shown in figure 4, water inlet 4 be perforated baffle, the hole of multiple vertical direction is equipped with perforated baffle,
On the one hand can pass through rainwater, on the one hand can fix filtrate.When the height of rainwater is stored up less than overfall 8 and higher than filtering
Rainwater is because Action of Gravity Field can enter filtering storage layer 6 and be discharged through delivery port 9 and drainpipe 10 when depositing layer 6；Can be with profit
Rainwater is extruded into delivery port 9 with negative pressure device, the height that drainpipe 10 is set is less than delivery port 9, using siphon principle, rainwater warp
Drainpipe 10 is discharged, and negative pressure device can be suction pump etc., and the vacuum magnitude for being added in filtering storage layer 6 is main by filtering storage layer
6 filtrate density determines that this kind of mode can accelerate filtering rate.
In the light rain period, rainwater can be discharged by filtering storage layer 7 from delivery port 9 from the bottom to top due to suction function
To in drainpipe 10, filtering storage layer 7 can effectively go suspension, part heavy metal ion, organic matter, colloidal particles in water removal
Deng 90% solid suspension.
In the heavy rain period, rainwater then without filtering, due to Action of Gravity Field, enters from overfall 8, rapidly from drainpipe 10
Discharge.In order to speed rain-water drainage speed, overfall 8 can use siphon principle so that rainwater is quickly arranged to drainpipe 10.Overflow
The maximum drainage rates of head piece 8 are 0.11m3/s。
The housing that the present invention is provided with storage room is purified, in the light rain period, rainwater is from the filtering in purification storage room
Storage layer 6 is passed through, and is realized the abandoned stream of rainwater, is collected and purification function, reduces the Rainwater Quality difference of collection, is conducive to back
Receive；And in the heavy rain period, can be with Quick drainage
Wherein, also including abandoned stream room 3, the middle and upper part of the abandoned stream room 3 is provided with crest of weir, the crest of weir and the purification storage
Room 7 connects.Specifically, the bottom of abandoned stream room 3 can collect just rain, while the large granular impurities such as part leaf branch are collected, and in
Rain is then entered into purification storage room 7 from crest of weir.
Wherein, spoil disposal room 5 is additionally provided with the purification storage room 7, the housing is suspended in the purification storage room 7
In, the spoil disposal room 5 is located at housing lower section.Regular maintenance includes：The sludge of spoil disposal room 5 and impurity are inhaled by silt pumping car
Go out；Periodically remove the impurity of abandoned stream room 3.
Wherein, filtering storage layer 6 bottom is additionally provided with coupled discharge outlet 14, the discharge outlet 14 and the outer row
Water pipe 10 is connected.Specifically, discharge outlet 14 is constantly in opening, because the bore of discharge outlet 14 is smaller, in the light rain period, have
Sub-fraction rainwater can be discharged from discharge outlet 14, but most of rainwater is discharged by filtering storage layer 6 by delivery port 9；When sudden and violent
Rain period, rainwater can be anti-by carrying out from top to bottom from the side of filtering storage layer 6 due to Action of Gravity Field or siphon principle
Flushing operation, then discharged from discharge outlet 14, it is possible to achieve during heavy rain, the filtrate of rainwater backwash filter storage layer 6 from top to bottom,
Impurity and silt for rinsing out etc. enter spoil disposal room 5, in the regular maintenance stage, periodically impurity and silt are removed from spoil disposal room 5；
During non-rainfall, it is possible to use siphon principle so that the inside of filtering storage layer 6 passes through higher than the rainwater of the horizontal plane of drainpipe 10
Drainpipe 14 is discharged, so as to ensure to filter drying of the storage layer 6 during non-rainfall.
As shown in figure 3, filtering storage layer 6 includes from top to bottom being sequentially provided with chrysotile layer 11, quartz sand layer 12 and cobble
Layer 13.Specifically, being provided with fixed plate in the filtering storage layer 6, for fixing filter packing, make filter packing mutual
Pollution.Filtering storage layer 6 can effectively go in water removal that suspension, part heavy metal ion, organic matter, colloidal particles etc. are poisonous to be had
Evil pollutant.The particle diameter of the boulder bed 13 is 15-25mm；Thickness be 80-100mm, the thickness of the quartz sand layer 12 be 60-
80mm.Chrysotile layer 11 plays a part of to store water, and chrysotile layer 11 uses fire stons cotton material, and 11 volume of the chrysotile layer are
0.1m3, density is 1000kg/m3, infiltration coefficient is 20%, and storage capacity is 6400kg/m3.By taking Beijing as an example, in 10 years heavy rains
Under return period, per 1m3Chrysotile layer can store 24.4m2The rainwater of catchment area, is calculated by following formula：
P-storm recurrence period, takes 10；
T-charge for remittance time, takes 30min；
Q=Φ qF (2)
Q-rainwater flow, 5.3L/s；
Φ-runoff coefficient, takes 0.8；
F-catchment area.
Wherein, jag is provided with the top of the housing, institute's overfall 8 is located at the jag；The water inlet 4 is located at
The housing bottom.
Wherein, the top of abandoned stream room 3 sets rainwater grid 1 and rain pipe 2.Specifically, the supplied materials of rainwater has two ways：1st, lead to
Rainwater grid on passing by one's way enters the system, and large-sized solid impurity is not entered into the system；2nd, this is entered by urban rainwater pipeline
System.
Wherein, purification storage room 7 upper end is additionally provided with access hole 15, for routine testing and the opening of maintenance.
The present invention discloses a kind of rain water drainage purification and storage system, and the system can be former by siphon in light rain state
Reason or suction pump make rainwater from bottom to up by filtering storage layer, are discharged through delivery port and drainpipe, make the Rainwater Quality of collection
Difference reduces, beneficial to recovery；In heavy rain state, rainwater can be discharged rapidly through overfall and drainpipe from top to bottom.
Presently preferred embodiments of the present invention is the foregoing is only, is not intended to limit the invention, it is all in essence of the invention
Within god and principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.
Claims (10)
1. a kind of rain water drainage purification and storage system, it is characterised in that including：Purification storage room (7), the purification storage room
(7) housing is provided with, the housing is sequentially provided with water inlet (4), delivery port (9) and overfall (8) from the bottom to top, in the shell
Filtering storage layer (6) is provided between water inlet (4) and delivery port (9) in vivo；The delivery port (9) is with purification storage room (7) outward
The drainpipe (10) in portion is connected with each other.
2. the system as claimed in claim 1, it is characterised in that also including abandoned stream room (3), the middle and upper part of the abandoned stream room (3)
Crest of weir is provided with, the crest of weir is connected with purification storage room (7).
3. the system as claimed in claim 1, it is characterised in that be additionally provided with spoil disposal room (5) in purification storage room (7),
The housing is suspended in purification storage room (7), and the spoil disposal room (5) is located at housing lower section.
4. system as claimed in claim 3, it is characterised in that filtering storage layer (6) bottom is additionally provided with coupled
Discharge outlet (14), the discharge outlet (14) is connected with the outer row water pipe (10).
5. the system as claimed in claim 1, it is characterised in that the filtering storage layer (6) is including being from top to bottom sequentially provided with
Chrysotile layer (11), quartz sand layer (12) and boulder bed (13).
6. system as claimed in claim 5, it is characterised in that boulder bed (13) particle diameter is 15-25mm, and thickness is 80-
100mm；Quartz sand layer (12) thickness is 60-80mm.
7. the system as claimed in claim 1, it is characterised in that jag is provided with the top of the housing, institute's overfall (8) sets
In the jag；The water inlet (4) is located at the housing bottom.
8. the system as claimed in claim 1, it is characterised in that is provided with fixed plate in the filtering storage layer (6), for solid
Determine filter packing.
9. the system as claimed in claim 1, it is characterised in that abandoned stream room (3) top sets rainwater grid (1) and rain pipe
(2)。
10. the system as claimed in claim 1, it is characterised in that be additionally provided with access hole in described purification storage room (7) upper end
(15)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611179232.3A CN106693468B (en) | 2016-12-19 | 2016-12-19 | A kind of rain water drainage purification and storage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611179232.3A CN106693468B (en) | 2016-12-19 | 2016-12-19 | A kind of rain water drainage purification and storage system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106693468A true CN106693468A (en) | 2017-05-24 |
| CN106693468B CN106693468B (en) | 2018-08-31 |
Family
ID=58939190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611179232.3A Expired - Fee Related CN106693468B (en) | 2016-12-19 | 2016-12-19 | A kind of rain water drainage purification and storage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106693468B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107089691A (en) * | 2017-06-19 | 2017-08-25 | 常州大学 | A kind of sponge city dmp filter system |
| CN113006233A (en) * | 2021-03-05 | 2021-06-22 | 江苏欣昌建设工程有限公司 | Rainwater recycling system for sponge city |
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|---|---|---|---|---|
| CN107089691A (en) * | 2017-06-19 | 2017-08-25 | 常州大学 | A kind of sponge city dmp filter system |
| CN113006233A (en) * | 2021-03-05 | 2021-06-22 | 江苏欣昌建设工程有限公司 | Rainwater recycling system for sponge city |
| CN113006233B (en) * | 2021-03-05 | 2022-07-05 | 江苏欣昌建设工程有限公司 | Rainwater recycling system for sponge city |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106693468B (en) | 2018-08-31 |
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