CN106958287B - A kind of biology for handling early-stage rainwater is detained cell system - Google Patents
A kind of biology for handling early-stage rainwater is detained cell system Download PDFInfo
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- CN106958287B CN106958287B CN201710130928.5A CN201710130928A CN106958287B CN 106958287 B CN106958287 B CN 106958287B CN 201710130928 A CN201710130928 A CN 201710130928A CN 106958287 B CN106958287 B CN 106958287B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 164
- 238000007789 sealing Methods 0.000 claims abstract description 46
- 238000007667 floating Methods 0.000 claims abstract description 33
- 239000010865 sewage Substances 0.000 claims abstract description 30
- 230000001105 regulatory effect Effects 0.000 claims abstract description 29
- 239000000463 material Substances 0.000 claims description 32
- 238000012545 processing Methods 0.000 claims description 15
- 239000007788 liquid Substances 0.000 claims description 14
- 239000010802 sludge Substances 0.000 claims description 9
- 238000005086 pumping Methods 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 5
- 238000012856 packing Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 7
- 238000007865 diluting Methods 0.000 abstract description 4
- 210000003739 neck Anatomy 0.000 description 12
- 239000003344 environmental pollutant Substances 0.000 description 7
- 231100000719 pollutant Toxicity 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 230000004907 flux Effects 0.000 description 3
- 239000013618 particulate matter Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000010790 dilution Methods 0.000 description 2
- 239000012895 dilution Substances 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000009189 diving Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000706 filtrate Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
-
- 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
-
- 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
- B01D24/008—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 arranged concentrically or coaxially
-
- 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
- B01D24/165—Upward filtration the filtering material being supported by pervious surfaces
-
- 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
- B01D24/46—Regenerating the filtering material in the filter
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
Landscapes
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Environmental & Geological Engineering (AREA)
- Organic Chemistry (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of biology for handling early-stage rainwater to be detained cell system, including water inlet pipe, filter, storage pond, wherein storage pond include regulatory region and water reserve；The early-stage rainwater that water inlet pipe is collected enters discharge pipe after filter filters, rainwater in discharge pipe enters regulatory region, the rainwater of regulatory region enters water reserve by water inlet, first overflow pipe is installed in regulatory region, water reserve includes cistern, kickboard is hinged with the cistern, one end of kickboard is provided with floating drum, first sealing plate is installed in kickboard, gear floating block is installed on cistern, submersible sewage pump is installed in the bottom of cistern, submersible sewage pump is connected by pressure water inlet pipe with biological delaying basin, it is connected on biological delaying basin provided with overflow returning pipe with cistern.The present invention can be pre-processed to early-stage rainwater, quantitative collection and advanced treating, solve the problems, such as initial rainfall runoff pollution to caused by city, while prevent diluting effect of the later stage rainwater to early-stage rainwater.
Description
Technical field
The present invention relates to the biology of processing early-stage rainwater to be detained cell system, belongs to rainwater treatment field.
Background technology
At this stage, the disposal for urban runoff rainwater remains in sets early-stage rainwater stream abandoning to fill in Storm Sewer Network
The stage put, and the correlative study that processing is collected separately for early-stage rainwater is then few.Patents are for rain at initial stage
The collection of water is often very careless, simply using simple overflow gathering apparatus, and does not consider later stage rainwater for early-stage rainwater
Dilution and souring, be just directly discharged into municipal sewage pipe network by so-called " early-stage rainwater " that is collected into is unprocessed, this
Directly result in real high pollution rainwater and do not collected and handled and just drain into natural water, cause the broken of surface water environment
It is bad；Sometimes not pretreated " early-stage rainwater " is directly also imported into the low development technique facility that influences such as biological delaying basin to carry out deeply
Degree processing, because not considering blocking of the impurity of the either large or small particle diameter in early-stage rainwater for follow up device, and cause
The service life of follow up device substantially reduces.
And present apparatus system is then improved disadvantages mentioned above, the filter of the system is mainly for removal early-stage rainwater
In bulky grain pollutant, small particles of pollution thing can by filter material layer, and due to filter water intake mode be by lower and
On, therefore particulate matter will not be resulted in blockage due to Action of Gravity Field to filter material layer, and the air-water flushing device that design includes on the contrary can be with
Filter material layer is rinsed and maintained, can also fundamentally prevent the pollutant in rainwater from forming biomembrane etc. in filter material layer
Structure；Furthermore when water is larger, water inlet can be washed away so as to cause to have sunk to the deposited pollutant to get off in rainwater
The settling flux phenomenon of shallow lake particulate matter, the filter material layer of the filter of the system this phenomenon can then be controlled in the range of turbulent region and
Effluent quality is not interfered with.Meanwhile the storm detention tank of the system is mainly for collecting the early-stage rainwater in corresponding watershed,
And by pumping system and overflow back water system in ceaselessly being circulated between storm detention tank and biological delaying basin in the dry spell,
Untill the early-stage rainwater being collected into all has been handled.
The design concept of the storage pond of the system is to carry out quantitative control to system water inlet and reservoir storage, is only received so as to realize
Collect the purpose of early-stage rainwater, it is also ensured that it is dilute without being carried out to early-stage rainwater that later stage rainwater is directly discharged into municipal sewage pipe network
Release.
For patent of invention (application number：201510374873.3)：Road early-stage rainwater manages stocking system, the patent meeting
Diluting effect of the later stage rainwater for early-stage rainwater is caused, and patent of the present invention can then accomplish first, the later stage rainwater well
Isolation, focuses on early-stage rainwater.Such as patent of invention (application number again：201510295137.9)：Early-stage rainwater catch basin, should
Early-stage rainwater can be collected separately for patent, simple in construction understandable, but after not terminating in view of a rainfall, how kickboard falls
The lower section of early-stage rainwater discharge pipe is gone back to, i.e. how system returns to original state so as to suitable for use next time.
Further, in general biology delaying basin ability rain only during rainfall enters, and reservoir storage is little, especially old
City, green lowland area is very limited, and the biological delaying basin scale of construction is often smaller, and processing water is limited, by the rain of a rainfall
After water process is complete, delaying basin is just in idle state, and extremely unfortunately, and old town early-stage rainwater pollutional load is big, removes
The demand of pollutant is again very urgent in rainfall runoff.
The content of the invention
Goal of the invention：In order to overcome the deficiencies in the prior art, the present invention provides a kind of life for handling early-stage rainwater
Thing is detained cell system, rational in infrastructure, can gather and early-stage rainwater is pre-processed, and solves initial rainfall to caused by city
Runoff pollution problem, while diluting effect of the later stage rainwater to early-stage rainwater is prevented, while early-stage rainwater can be collected separately
And be used in combination with biological delaying basin, so as to focus on the early-stage rainwater of high pollution, there is the characteristics of environmentally friendly,
Suitable for being used on a large scale in the construction in sponge city.
Technical scheme：In order to solve the above technical problems, a kind of biology of processing early-stage rainwater of the present invention is detained cell system,
The filter being connected including water inlet pipe, with water inlet pipe, the storage pond being connected with the discharge pipe of filter, wherein storage pond include adjusting
Save area and water reserve；The early-stage rainwater that water inlet pipe is collected enters discharge pipe after filter filters, the rainwater entrance in discharge pipe
To regulatory region, the rainwater of regulatory region enters water reserve by water inlet, the first overflow pipe, water reserve is provided with regulatory region
Comprising cistern, kickboard is hinged with the cistern, one end of kickboard is provided with floating drum, the first sealing is provided with kickboard
Plate, gear floating block is installed on cistern, submersible sewage pump is installed in the bottom of cistern, submersible sewage pump is connected with controller, dirt of diving
Pump is connected by pressure water inlet pipe with biological delaying basin, is connected on biological delaying basin provided with overflow returning pipe with cistern；Store
The rainwater that pool enters drives floating drum to move up, when kickboard is in it is horizontal when, gear floating block blocks the movement of floating drum, and the first sealing plate is close
Seal water inlet.
Preferably, the middle part of the filter is provided with filter material layer, the lower section of filter material layer is turbulent region, the rain in water inlet pipe
Water enters turbulent region, and the top of filter material layer is filtered water section, and filtered water section is connected by the first branch pipe with discharge pipe, in the first branch pipe
On the first valve is installed.
Preferably, the filter material layer is by up of three layers, from top to bottom respectively gravel layer, sand filter blanket, supporting layer.
Preferably, the turbulent region is connected by the water pipe outside filter with pressurized equipment, in water pipe
It is provided with the second valve；Air pipe line is installed, one end of air pipe line is located at turbulent region, the other end and aerating in the filter
Equipment is connected, and the 3rd valve is provided with air pipe line；The turbulent region is connected by the second branch pipe with discharge pipe, at second
4th valve is installed on pipe.
Preferably, being provided with the 3rd overflow pipe in the filter, its mouth of pipe is located at filter filtered water section, and pipe shaft passes through
Filter material layer is connected in turbulent region with discharge pipe.
Preferably, the bottom of the turbulent region is connected with discharge pipeline, the mud in discharge pipeline is entered in mud-collecting well, is being collected
The bottom of mud well is provided with sludge pump, and sludge pump is connected with pressure spoil disposal pipeline, is provided with the first fine fack in mud-collecting well, and first
Second overflow pipe is installed, the second overflow pipe connects with discharge pipe, the tube top mark of the 3rd overflow pipe above fine fack
It is high identical with the absolute altitude of the second overflow pipe；First overflow pipe is connected by the 4th branch pipe with discharge pipe, at the 4th
5th valve is installed on pipe.
Preferably, one end of the water inlet is provided with neck, the second sealing plate, the second sealing plate are installed in neck
It is connected with ball float, drives the second sealing plate to be moved in neck by ball float, so as to pass through the first sealing plate and the second sealing plate
Seal water inlet.
Preferably, being provided with limiting plate in the neck, water reserve is just sealed up when the second sealing plate rises to
During water inlet, ball float stops floating in the presence of limiting plate.
Preferably, be provided with three different heights of water level in the water reserve of the storage pond, respectively H0, H1 and
H2；Wherein H0 is the termination of pumping liquid level of controller, and H1 opens pump liquid position for controller, and H2 is the peak level in water reserve, that is, is stored
The maximum capacity in pool, H1-H0 value very little, be 5cm ± 1cm, with ensure system under any rainfall can normally and and
When running.
Preferably, the biological delaying basin includes aquifer, packing layer and underdrain pipe.
Preferably, the second fine fack is installed before the submersible sewage pump of the storage pond water reserve.
For the present invention after a rainfall terminates, the small-sized discharge outlet that overflow pipe is provided with regulatory region can be slow by ponding
Slowly empty, ball float can also drive the height that sealing plate is dropped back into below water inlet, consequently facilitating use during rainfall next time, tool
Having can recycle and the characteristics of without manual intervention, and can be very good to accomplish to isolate first, the later stage rainwater, concentrate
Handle early-stage rainwater.
Beneficial effect：The biology of the processing early-stage rainwater of the present invention is detained cell system, and filter is used to handle rainfall runoff
In bulky grain pollutant, the material such as bulky grain suspension, these materials can intercept and in being imported in turbulent region by filter material layer
Mud-collecting well is settled, and sludge pump cleaning is periodically manually opened by mud-collecting well with discharge system；Because the rainfall runoff of urban surface
Pollutional condition in the early stage rainwater when highest, therefore it is significant to focus on construction of the early-stage rainwater to sponge city；This
Inventive structure is reasonable, with quantitative collection early-stage rainwater and early-stage rainwater can be pre-processed, and by by fluid level controller control
The pumping system that system opens and closes is realized carries out lasting advanced treating in non-heavy (dry spell) to early-stage rainwater, solves just
Phase rainfall runoff pollution problem to caused by city, while diluting effect of the later stage rainwater to early-stage rainwater is prevented, can also be real
Present early-stage rainwater has been processed and causes early-stage rainwater in storm detention tank and biological delaying basin before all giving off system
Between carry out it is continual circulate, until whole early-stage rainwaters by delaying basin bottom collector pipe emptying untill, pass through dimension
The water saturation of delaying basin packing layer is held to lift removal effect of the delaying basin to pollutant；From ecology and environment friendly angle
From the point of view of, it can be applied on a large scale among the construction in sponge city, there is the characteristics of compatibility is good.
Brief description of the drawings
Fig. 1 is the facade structures schematic diagram of the filter of the present invention.
Fig. 2 is the facade structures schematic diagram of sewer catch basin in the present invention.
Fig. 3 is the facade structures schematic diagram of storm detention tank and biological delaying basin in the present invention.
Fig. 4 is the structural representation of the first sealing plate in Fig. 3.
Fig. 5 is A-A diagrammatic cross-sections in Fig. 3.
Fig. 6 is B-B diagrammatic cross-sections in Fig. 3.
Fig. 7 is the horizontal layout schematic diagram of the present invention.
Fig. 8 is the elevation arrangement schematic diagram of the present invention.
Reference：The valves of 1- the 6th, the valves of 2- second, 3- air pipe lines, 4- filtered water sections, 5- filter material layers, 6- turbulent regions, 7- rows
Mud pipe, 8- sludge pumps, the branch pipes of 9- second, the valves of 10- the 4th, the valves of 11- first, the overflow pipes of 12- the 3rd, the branch pipes of 13- first, 14-
Five valves, 15- aeratings equipment, 16- water inlet pipes, 17- water pipes, 18- clear water pressurized equipment, the overflow pipes of 19- second, 20- pressure
Spoil disposal pipeline, the fine facks of 21- first, 22- mud-collecting wells, 23- discharge outlet, the overflow pipes of 24- first, 25- storage ponds regulatory region, 26-
Second sealing plate, 27- necks, 28- ball floats, 29- kickboards, 30- storage ponds water reserve, 31- gears floating block, 32- floating drums, 33- first
Sealing plate, 34- water inlets, 35- overflow returning pipes, 36- submersible sewage pumps, 37- fluid level controllers, 38- pressure water inlet pipe, 39- biologies
Delaying basin aquifer, 40- biology delaying basins filter material layer, 41- biology delaying basin underdrains pipe, 42- filters discharge pipe, 43-
Second fine fack.
Embodiment
As shown in Figures 1 to 8, it is of the invention a kind of to can be used for collecting pretreatment and early-stage rainwater be handled in the dry spell
Biology is detained cell system, including water inlet pipe 16, the filter that is connected with water inlet pipe 16, and the 6th valve 1 is provided with water inlet pipe 16,
The early-stage rainwater that water inlet pipe 16 is collected enters discharge pipe 42 after filter filters, and the rainwater in discharge pipe 42 enters regulatory region
25, the rainwater of regulatory region 25 enters water reserve 30, and water reserve 30 includes cistern, is hinged on cistern by kickboard rotating shaft
There is kickboard 29, the end of kickboard 29 is provided with floating drum 32, the first sealing plate 33 is provided with floating drum 32, is provided with cistern
Floating block 31 is kept off, submersible sewage pump 36 is installed in the bottom of cistern, submersible sewage pump 36 is connected with controller 37, and submersible sewage pump 36 passes through pressure
Water inlet pipe 38 is connected with biological delaying basin, is connected on biological delaying basin provided with overflow returning pipe 35 with cistern, the biology
Delaying basin includes aquifer 39, filter material layer 40 and underdrain pipe 41；When kickboard 29 be in it is horizontal when, gear floating block 31 block floating drum
32 movement, the first sealing plate 33 sealing water inlet 34.
In the present invention, the middle part of the filter is provided with filter material layer 5, and the filter material layer 5 is by up of three layers, from top to bottom
Respectively gravel layer, sand filter blanket, supporting layer, the gravity of gravel layer is larger, can prevent sand filter blanket from floating；The porosity of sand filter blanket compared with
Greatly, being served only for interception large-size particles thing and suspension, small particle pollutant can pass through；Supporting layer is made up of gravel, main to rise
To the effect of support upper two layers；Generally speaking, the porosity of three-decker is larger.The lower section of filter material layer 5 is turbulent region 6,
Rainwater in water inlet pipe 16 enters turbulent region 6, and the top of filter material layer 5 is filtered water section 4, filtered water section 4 by the first branch pipe 13 with
Discharge pipe 42 is connected, and the first valve 11 is provided with the first branch pipe 13.The discharge pipe 42 is connected with the 3rd overflow pipe 12, and the 3rd
Overflow pipe 12 extend into filtered water section 4 from turbulent region 6, and when the hypervolia of filtered water section 4, rainwater enters from the 3rd overflow pipe 12
In discharge pipe 42.The turbulent region 6 is connected by the water pipe 17 outside filter with pressurized equipment 18, in water pipe 17
It is provided with the second valve 2.Air pipe line 3 is installed in the filter, one end of air pipe line 3 is located at turbulent region 6, the other end with
Aerating equipment 15 is connected, and the 3rd valve is provided with air pipe line 3.The turbulent region 6 is connected by the second branch pipe 9 with discharge pipe 42
Connect, the 4th valve 10 is installed on the second branch pipe 9.The bottom of the turbulent region 6 is connected with enters mud pipe 7, and the mud in enters mud pipe 7 enters
Enter into mud-collecting well 22, sludge pump 8 is installed in the bottom of mud-collecting well 22, sludge pump 8 is connected with pressure spoil disposal pipeline 20, collected
The first fine fack 21 is provided with mud well 22, the top of the first fine fack 21 is provided with the second overflow pipe 19, the second overflow pipe
19 connect with discharge pipe 42, and the tube top absolute altitude of the 3rd overflow pipe 12 is identical with the tube top absolute altitude of the second overflow pipe 19.It is described
First overflow pipe 24 is connected by the 4th branch pipe with discharge pipe 42, and the 5th valve 14 is provided with the 4th branch pipe.Second branch pipe 9
Tube top absolute altitude to be less than the elevation of bottom about 200mm of filter material layer 5, the absolute altitude of the air inlet orifice plate of air pipe line 3 will be less than filtrate
The elevation of bottom about 100mm of layer 5, while to ensure that bottom absolute altitude in the highest point pipe of water inlet pipe 16 is higher than second of filter
Pipeline opening absolute altitude at least more than the 200mm of pipe 9.
In the present invention, filter has three kinds of operating modes, respectively operating condition, safeguard operating mode and accident conditions；Run work
Under condition, the 6th valve 1, the first valve 11 are opened, closes the second valve 2, the 4th valve 10, the 5th valve 14, rainwater was imported by water inlet pipe 16
The turbulent region 6 in filter tank, then tentatively filtered by filter material layer 5, into filtered water section 4, discharged by discharge pipe 42 and flow into rainwater tune
Reservoir, if rainfall is larger, the rainwater more than the 3rd overflow pipe 12 can be discharged into storm detention tank by the 3rd overflow pipe 12, water
When measuring larger, the settling flux of seabed sediment may be caused, at this moment filter material layer 5 can be intercepted and the control of settling flux phenomenon exists
In the range of turbulent region 6, the effluent quality of discharge pipe 31 is not interfered with；When in safeguard under operating mode when, the first valve 1 of shutoff valve the 6th,
First valve 11, the second valve 2, the 4th valve 10, and the 5th valve 14 is opened, drainage cell system quiet heavy a period of time is allowed, afterwards, is opened dirty
Dredge pump 8, by the large particulate matter deposited and silt particle discharge system, afterwards, close the 6th valve 1, the 4th valve 10, the first valve
11, the second valve 2 and the 3rd valve of aerating equipment are opened, clear water is imported with reference to air pipe line by pressurized equipment 18 by water pipe 17
The interior gas to be pressurizeed by aerating equipment 15 is combined carries out gas water flushing to the filter material layer 5 of equipment, so that product in filter material layer 5
Tire out the attachment to get off and filter material layer 5 is gone out by high pressure water/gas, float on the overflow water surface of the 3rd overflow pipe, overflow by the 3rd
Flow tube road 12 is discharged into municipal sewage pipe network；Under accident conditions, when this drainage cell system runs into emergency, the second valve 2 of closing,
3rd valve of aerating equipment, stop water inlet, while ensure the first valve 11, the 4th valve 10, the 5th valve 14 unlatching, make it is processed and
Untreated rainwater is expelled directly out the system together, when pipe 42 to be discharged stops water outlet, is then turned on sludge pump 8, make filter and
The ponding of mud-collecting well 22 thoroughly empties, and finds out trouble point in time and repaired.
In the present invention, storm detention tank includes regulatory region 25 and water reserve 30, and the regulatory region 25 includes regulating reservoir, institute
The discharge pipe 42 for stating regulating reservoir and filter connects, and is connected in regulating reservoir provided with water inlet 34 with water reserve 30；The water reserve
30 include cistern, and kickboard 29 is hinged with the cistern, and one end of kickboard 29 is provided with floating drum 32, is provided with kickboard 29
First sealing plate 33, gear floating block 31 is installed on cistern, submersible sewage pump 36 is installed in the bottom of cistern, submersible sewage pump 36 with
Controller 37 is connected, and submersible sewage pump 36 is connected by pressure water inlet pipe 38 with biological delaying basin, and overflow back water is provided with delaying basin
Pipe 35 is connected with cistern, and the biological delaying basin includes aquifer 39, filter material layer 40 and underdrain pipe 41；At kickboard 29
When level, gear floating block 31 blocks the movement of floating drum 32, the first sealing plate 33 sealing water inlet 34.
In the present invention, the first overflow pipe 24, the height of the overfall of the first overflow pipe 24 are installed in the regulating reservoir
It is identical with rising for water inlet 34.One end of the water inlet 34 is provided with neck 27, and the second sealing plate is provided with neck 27
26, the second sealing plate 26 is connected with ball float 28, drives the second sealing plate 26 to be moved in neck 27 by ball float 28, so as to pass through
First sealing plate 33 and the second sealing plate 26 sealing water inlet 34.Limiting plate is installed in the neck 27, when ball float 28 rises
To when just sealing up water inlet 34, ball float 28 stops floating in the presence of limiting plate.
In the present invention, storm detention tank provides water inlet by the discharge pipe 42 of filter, in its regulatory region 25, discharge pipe 42
The ttom of pipe absolute altitude of highest point be higher by more than 200mm than the tube top absolute altitude of overflow pipe 24；Discharge outlet 23 is the side of overflow pipe 24
Be used for empty the semicircle osculum of the ponding of regulatory region 25, quantity is one, diameter 5mm or so, its elevation of bottom and water inlet
34 ttom of pipe absolute altitude is identical；The tube top absolute altitude of water inlet 34 is identical with the tube top absolute altitude of overflow pipe 24；Second sealing plate 26 it is vertical
Direction size is larger than the caliber size of water inlet 34；Ball float 28 is by the buoyancy of water above and below the interior edge trapped orbit of neck 27
Floating can drive the second sealing plate 26 vertically moving simultaneously, when water level exceedes the bottom hole of water inlet 34 in regulatory region 25
During absolute altitude, regulatory region 25 starts equal and continues synchronous rise with the water level in water reserve 30, due to discharge outlet 23 bore very
Small, therefore in rainfall time-continuing process, its water leakage compares and can be ignored for system inflow, treats that water level reaches into water
The hole top mark of mouth 34 is high, and at this moment, the top of ball float 28 can also reach the top of neck 27, and now the second sealing plate 26 will just enter
The mouth of a river 34 seals, and rainwater afterwards will be discharged into municipal Storm Sewer Network or municipal sewage pipe network by overflow pipe 24, will not be to first
Phase rainwater is diluted.
In the present invention, the water reserve 30 of storm detention tank provides water inlet by water inlet 34, and 32-kickboard of floating drum 29 forms
System can control the inflow of water reserve 30, (H2-H0) is the available depth of storm detention tank, by required catchment area
Size, which is multiplied by 15mm, to be estimated to obtain, and when water level reaches H2, floating drum 32 is blocked by gear floating block 31 so as to avoid continuing floating, this
When, kickboard 29 is exactly in horizontal level, and now water storage terminates, meanwhile, and the first sealing plate 33 that kickboard 29 vertically consolidates is just
Water inlet 34 is sealed well, and the second sealing plate 26 completes the effect of dash jointly, ensures that later stage rainwater will not enter to early-stage rainwater
Row dilution；The bottom of water reserve 30 is provided with DPK10.50.15 types submersible sewage pump 36 1, and submersible sewage pump 36 is provided with minimum depth of immersion
H0, it is termination of pumping liquid level that H0 is set during installation, and design liquid level H1 corresponding to water capacity of water reserve 30 is arranged to opening for submersible sewage pump 36
Pump liquid position, the right upper portion of water reserve 30 are provided with UQK-03 types ball float level controller 37 1, controller 37 and submersible sewage pump
36 are connected in series by water proof wire, and the liquid level that the floating ball device inside controller 37 can be perceived in water reserve 30 changes so as to produce
Raw electric signal, and submersible sewage pump 36 is passed the signal to control the keying of submersible sewage pump 36；Under original state, the H0 in water reserve 30
Highly it is lowest water level, after water inlet is continued, water level rises steadily, and when liquid level reaches and opens pump liquid position H1, submersible sewage pump 36 starts,
By early-stage rainwater pumping into biological delaying basin, because the reservoir storage of biological delaying basin is limited, beyond the part of aquifer 39 again
It can be back to by overflow returning pipe 35 in the water reserve 30 of storm detention tank, if rainfall is sufficiently large, the water level in water reserve 30 is not
Disconnected to rise, when water level rises to H2, the first sealing plate 33 and the second sealing plate 26 seal the water inlet 34 of water reserve 30, store
Pool 30 no longer intakes, and at this moment submersible sewage pump 36 is not due to arriving termination of pumping liquid level H0, therefore is still running, and and so on, initial stage
Rainwater just constantly circulates between storage pond and delaying basin, all handled by biological delaying basin until early-stage rainwater and
Discharged by collector pipe 41 and be detained cell system, when water level retracts H0 in water reserve 30, submersible sewage pump 36 is just stopped.
After water reserve 30 stores full water, in system in the cyclic process of rainwater, liquid level in water reserve 30 can under
Drop, but because the liquid level in regulatory region 25 is still highest flood level, therefore ball float 28 is because buoyancy is still in neck 27
Overhead height, so the second sealing plate 26 still can play sealing function to water inlet 34, will not intake again to water storage
Early-stage rainwater in area 30 is diluted.
In the present invention, after treating that rainfall stops, water inlet pipe 16 stops intaking to filter, and filter also stops to rainwater
Storage pond is intake, after biological delaying basin ceaselessly handles rainwater and discharges it system, though the water level in water reserve 30 moves back
Return H0 and submersible sewage pump 36 is stopped, but because the height of water level of regulatory region 25 remains at the tube top mark of the first overflow pipe 24
Eminence, i.e., water level is still flood level in regulatory region 25, therefore ball float 28 is under the buoyancy of water, still such that the second sealing plate
26 seal up water inlet 34, now, the small-sized discharge outlet 23 being installed on overflow pipe 24 start slowly by regulatory region 25
Water is drained, and when water level retracts the bottom hole water level of water inlet 34, ball float 28 can also drive the second sealing plate 26 to drop back to water inlet 34
Bottom hole liquid level, system returns to original state, and after rainfall starts next time, system can still reuse.
Described above is only the preferred embodiment of the present invention, it should be pointed out that：For the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (10)
1. a kind of biology for handling early-stage rainwater is detained cell system, it is characterised in that：The filter being connected including water inlet pipe, with water inlet pipe
Pond, the storage pond being connected with the discharge pipe of filter, wherein storage pond include regulatory region and water reserve；Water inlet pipe is collected first
Phase rainwater enters discharge pipe after filter filters, and the rainwater in discharge pipe enters regulatory region, and the rainwater of regulatory region is by entering
The mouth of a river enters water reserve, and the first overflow pipe is provided with regulatory region, and water reserve includes cistern, is hinged in the cistern
There is kickboard, one end of kickboard is provided with floating drum, the first sealing plate is provided with kickboard, gear floating block is provided with cistern,
The bottom of cistern is provided with submersible sewage pump, and submersible sewage pump is connected with controller, and submersible sewage pump passes through pressure water inlet pipe and biological delaying basin
Connection, is connected on biological delaying basin provided with overflow returning pipe with cistern；The rainwater that water reserve enters drives floating drum to move up, when
When kickboard is in horizontal, gear floating block blocks the movement of floating drum, the first sealing plate sealing water inlet.
2. the biology of processing early-stage rainwater according to claim 1 is detained cell system, it is characterised in that：The filter
Middle part is provided with filter material layer, and the lower section of filter material layer is turbulent region, and the rainwater in water inlet pipe enters turbulent region, and the top of filter material layer is
Filtered water section, filtered water section are connected by the first branch pipe with discharge pipe, and the first valve is provided with the first branch pipe.
3. the biology of processing early-stage rainwater according to claim 2 is detained cell system, it is characterised in that：The filter material layer by
Up of three layers, from top to bottom respectively gravel layer, sand filter blanket, supporting layer.
4. the biology of processing early-stage rainwater according to claim 2 is detained cell system, it is characterised in that：The turbulent region leads to
The water pipe crossed outside filter is connected with pressurized equipment, and the second valve is provided with water pipe；Installed in the filter
There is air pipe line, one end of air pipe line is located at turbulent region, and the other end is connected with aerating equipment, and is provided with air pipe line
Three valves；The turbulent region is connected by the second branch pipe with discharge pipe, and the 4th valve is provided with the second branch pipe；Installed in filter
There is the 3rd overflow pipe, its mouth of pipe is located at filtered water section, and body with discharge pipe is connected through filter material layer and in turbulent region.
5. the biology of processing early-stage rainwater according to claim 4 is detained cell system, it is characterised in that：The turbulent region
Bottom is connected with discharge pipeline, and the mud in discharge pipeline is entered in mud-collecting well, and sludge pump, sludge pump are provided with the bottom of mud-collecting well
It is connected with pressure spoil disposal pipeline, the first fine fack is provided with mud-collecting well, the second overflow pipe is installed above the first fine fack
Road, the second overflow pipe connect with discharge pipe, and the tube top absolute altitude of the 3rd overflow pipe is identical with the absolute altitude of the second overflow pipe；Institute
State the first overflow pipe to connect with discharge pipe by the 4th branch pipe, the 5th valve is installed on the 4th branch pipe.
6. the biology of processing early-stage rainwater according to claim 1 is detained cell system, it is characterised in that：The water inlet
One end is provided with neck, and the second sealing plate is provided with neck, and the second sealing plate is connected with ball float, close by ball float drive second
Shrouding moves in neck, so as to seal water inlet by the first sealing plate and the second sealing plate.
7. the biology of processing early-stage rainwater according to claim 6 is detained cell system, it is characterised in that：Pacify in the neck
Equipped with limiting plate, when the second sealing plate rises to the water inlet for just sealing up water reserve, ball float is in the presence of limiting plate
Stop floating.
8. the biology of processing early-stage rainwater according to claim 1 is detained cell system, it is characterised in that：The storage pond
Three different heights of water level, respectively H0, H1 and H2 are provided with water reserve；Wherein H0 be controller termination of pumping liquid level, H1
Open pump liquid position for controller, H2 is the maximum capacity of the peak level, i.e. water reserve in water reserve, H1-H0 value for 5cm ±
1cm。
9. the biology of processing early-stage rainwater according to claim 1 is detained cell system, it is characterised in that：The biology is detained
Pond includes aquifer, packing layer and underdrain pipe.
10. the biology of processing early-stage rainwater according to claim 1 is detained cell system, it is characterised in that：The storage pond
Second fine fack is installed before the submersible sewage pump of water reserve.
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| CN107500482B (en) * | 2017-09-30 | 2023-10-13 | 清华大学深圳研究生院 | Municipal road chemical leakage emergency treatment system based on low-impact rainwater facility |
| EP3608294A1 (en) * | 2018-08-10 | 2020-02-12 | Stephen Marsh Boyer | Water purification apparatus |
| CN112814122B (en) * | 2021-01-07 | 2022-06-10 | 江苏龙腾工程设计股份有限公司 | Ecological rainwater regulation and storage system for sponge city |
| CN114134976B (en) * | 2021-12-17 | 2023-04-28 | 中电建第十一工程局(广东)建设投资有限公司 | Overflow type drainage structure |
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| JP2010077623A (en) * | 2008-09-25 | 2010-04-08 | Niidate Kensetsu Co Ltd | Underground water storage tank |
| CN105089141A (en) * | 2015-07-31 | 2015-11-25 | 山东省分析测试中心 | Sponge community rainwater comprehensive utilization system and utilization method |
| CN105084597A (en) * | 2015-08-26 | 2015-11-25 | 北京交通大学 | Treatment device and collection method for rainwater |
| CN106245734A (en) * | 2016-07-29 | 2016-12-21 | 天津沃佰艾斯科技有限公司 | The urban road rainwater-collecting improved, the system of regulating and storing conserving greenery patches |
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|---|---|---|---|---|
| JP2010077623A (en) * | 2008-09-25 | 2010-04-08 | Niidate Kensetsu Co Ltd | Underground water storage tank |
| CN105089141A (en) * | 2015-07-31 | 2015-11-25 | 山东省分析测试中心 | Sponge community rainwater comprehensive utilization system and utilization method |
| CN105084597A (en) * | 2015-08-26 | 2015-11-25 | 北京交通大学 | Treatment device and collection method for rainwater |
| CN106245734A (en) * | 2016-07-29 | 2016-12-21 | 天津沃佰艾斯科技有限公司 | The urban road rainwater-collecting improved, the system of regulating and storing conserving greenery patches |
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