CN106968316A - A kind of sponge city method for treating water - Google Patents
A kind of sponge city method for treating water Download PDFInfo
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- CN106968316A CN106968316A CN201710283102.2A CN201710283102A CN106968316A CN 106968316 A CN106968316 A CN 106968316A CN 201710283102 A CN201710283102 A CN 201710283102A CN 106968316 A CN106968316 A CN 106968316A
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- water
- water treatment
- treatment room
- flood discharge
- layer cage
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
-
- 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
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- 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
-
- 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
- C02F1/38—Treatment of water, waste water, or sewage by centrifugal separation
-
- 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
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Environmental & Geological Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of sponge city method for treating water, comprise the following steps：In the sediment separator that rainwater and sewage are introduced into sponge city integral system；Mud-water separation is carried out by sediment separator, clear water after separation introduces the first water treatment room, clear water after the first water treatment room precipitation sequentially enters the second water treatment room and the 3rd water treatment room, and clean water treatment is carried out to the clear water in the 3rd water treatment room by water treatment machine；Clear water after clean water treatment is introduced and stored for future use in storage tank；Drain step, the sewage after being separated through sediment separator flows into flood discharge drainpipe by sewage pipe, drains through flood discharge drainpipe；Water in 3rd water treatment room is spilt into shallow-layer cage road through overflow device, then is flowed into through lower seepage well in deep layer cage road, most flows into flood discharge drainpipe flood discharge through deep layer cage road afterwards.The present invention can change into rainwater and sewage domestic water, and high-efficiency environment friendly can be rapidly performed by flood discharge, with good flood discharge effect and general applicability.
Description
Technical field
Technical field, more particularly to a kind of sponge city method for treating water are utilized the present invention relates to water storage.
Background technology
Sponge city, is new generation of city storm water man- agement concept, refers to that city is adapting to environmental change and reply rainwater band
There is good " elasticity ", also referred to as " water elasticity city " in terms of the natural calamity come.Rain when water suction, retaining, ooze
Water, water purification, it is necessary to when by the water stored " release " and be used.
Sponge city is built, plans as a whole to play natural, ecological function and manual intervention function, effectively controls rainfall runoff, realize
Naturally the urban development mode of accumulation, naturally osmotic, self-purification, is conducive to repairing city Ecology, self-restraint water resource, enhancing
City prevention waterlogging ability, expands public product effective investment, improves new urbanization quality, promotes harmony between man and nature development.
It is one kind " Reduction of Students' Study Load " and supplement to conventional drainage systems to build " sponge city ", farthest plays city sheet
The effect of body.Natural way is combined with artificial measures, on the premise of municipal drainage prevention waterlogging safety is ensured, to greatest extent
Rainwater is realized in the accumulation of urban area, infiltration and is purified, promotes the utilization and ecological environmental protection of rainwater resource.
Before for a long time, people using PP rainwater modules to rainwater with regard to being recycled, and PP rainwater modules are generally
The regeneration PP polypropylene of 100% high-quality.With water immersion without precipitate, free from extraneous odour, superpower resistance to strong acid, strong basicity use the longevity
The characteristics of ordering long.But the shortcoming of PP rainwater modules is it is also obvious that each PP module cistern is the plastics pieced together
Bag, there is the risk of rupture, as long as one small gap of rupture, water is spilt, with regard to that can wash away silt, hydraulic pressure causes gap gradually to expand
Greatly, more high concentration of sediment is washed away, long-term heavy rain washes away, a space is formed on nigh structure foundation bottom, is existed to cause and is built
Build the inclined hidden danger of thing.If running into earthquake, it is easier to topple over.PP module cisterns are designed to store rainwater simultaneously
, but the leaf rubbish birds droppings silt inside rainwater, it is impossible to rationally remove, influence environmental sanitation.
Publication No. CN 205472939U, publication date disclosed one kind for the Chinese patent literature of on 08 17th, 2016
The rain flood processing of sponge urban construction, cleaning system, it is characterised in that：Including：Rain water collecting system, sewage disposal system, water
Cyclic utilization system；The rain water collecting system includes the default pipeline of municipal underground water pipe system, will be excessive in city
Rainwater be collected under fixed processing environment and store by default pipeline, the processing environment of the fixation includes biological aggregate,
Pre-processed using biological aggregate, after the sewage disposal system is introduced by connecting line, utilize extracting device feeding institute
State in water circulation utilization system and distribute, utilize.Publication No. CN 205604405U, publication date is on 09 28th, 2016
State's patent document discloses retaining water purification integral system under a kind of sponge urban land, mainly by setting pot, sunk type greenery patches,
Underground conservation pool and equipment room composition, it is characterised in that：It is connected in setting pot by downflow weir with sunk type greenery patches, sunk type is green
Ground is connected by overfall with underground conservation pool, and underground conservation pool is arranged on setting pot and sunk type greenery patches lower section, underground storage
Pond is connected with equipment room by pipeline.Using above-mentioned patent document as the prior art of representative, although can be right to a certain extent
Rainwater carries out purified treatment, but whole system is complicated, and processing cost is high, and efficiency is low, is not suitable for large-scale promotion application,
And when occurring big flood, it is impossible to good flood discharge is realized, the normal of influence whole system is used.
The content of the invention
Defect of the invention in order to overcome above-mentioned prior art is there is provided a kind of sponge city method for treating water, and the present invention is logical
Diversion step, water treatment steps, water storage step, drain step and flood discharge step are crossed, rainwater and sewage can be directly translated into
Domestic water is used, high-efficiency environment friendly, and when flood occurs, can quickly pass through shallow-layer cage road, lower seepage well and depth
Ceng Long roads carry out flood discharge, will not be blocked because of silt, with good flood discharge effect and general applicability.
The present invention is achieved through the following technical solutions：
A kind of sponge city method for treating water, it is characterised in that comprise the following steps：
In diversion step, the sediment separator that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator, and clear water after separation introduces the first water treatment room, by the
Clear water after one water treatment room precipitation sequentially enters the second water treatment room and the 3rd water treatment room, by water treatment machine to the 3rd water
Clear water in process chamber carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank；
Drain step, the sewage after being separated through sediment separator flows into flood discharge drainpipe by sewage pipe, is arranged through flood discharge drainpipe
Walk；
Water in flood discharge step, the 3rd water treatment room is spilt into shallow-layer cage road through overflow device, then flows into deep layer cage through lower seepage well
In road, most flood discharge drainpipe flood discharge is flowed into through deep layer cage road afterwards.
Sponge city integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body
And storage tank, it is provided with the first demarcation strip and the second demarcation strip in glass fiber reinforced plastic tank body, the first demarcation strip and the second demarcation strip are by glass
Glass cylinder of steel body be separated on the first water treatment room, the second water treatment room and the 3rd water treatment room, the first demarcation strip be provided with it is first-class
It is provided with above the second opening, the first water treatment room and is provided with sediment separator, sediment separator on through hole, the second demarcation strip
Water inlet pipe, outlet pipe and sewage pipe are connected with, outlet pipe and sewage pipe are stretched into the first water treatment room, above the 3rd water treatment room
It is provided with water treatment machine, water treatment machine and is provided with clear water pipe and return duct, return duct is stretched into the 3rd water treatment room, clear water pipe
It is connected with storage tank, overflow device is fixedly connected with storage tank；Flood discharge device includes being located at the external lower seepage well of glass fiber reinforced plastic tank, shallow
Ceng Long roads and deep layer cage road, shallow-layer cage road and deep layer cage road are connected with lower seepage well respectively, and flood discharge drainpipe is connected with sewage pipe,
Flood discharge drainpipe is connected through fiberglass tank body and with deep layer cage road, overflow device is provided with fiberglass tank body, overflow device passes through
Pipeline is connected with shallow-layer cage road.
The storage tank includes glass reinforced plastic winding pipeline, the first end cap and the second end cap, the first end cap and glass reinforced plastic winding
One end of pipeline is tightly connected, and the other end of the second end cap and glass reinforced plastic winding pipeline is tightly connected.
The sediment separator includes being provided with ring-shaped step, ring-shaped step on cylindrical tube, the madial wall of cylindrical tube
Lower section is provided with the madial wall formation annular groove of interior fixed seat, interior fixed seat and cylindrical tube, ring-shaped step and is provided with ring
Shape filter screen, the upper end of annular filter screen is connected with ring-shaped step, and the lower end of annular filter screen is connected with interior fixed seat, cylindrical tube it is interior
The lateral wall formation clear water chamber of side wall and annular filter screen.
Many vertical raised lines are distributed with the madial wall of the cylindrical tube, vertical raised line is located above ring-shaped step, appoints
The spacing of two adjacent vertical raised lines of meaning is identical.
The annular filter screen includes lap segment, filter screen section and embedded section, lap segment, filter screen section and insertion successively from top to bottom
Section, which is formed in one, to be formed.
The interior fixed seat includes annular bottom plate and fixed base plate, and fixed base plate is vertically connected on the inner periphery of annular bottom plate
On wall.
The cross section of first opening and the second opening is to be provided with the first grid on circle, the first opening
Plate, the first waffle slab detachable connection is provided with the second waffle slab, the second grid on the first demarcation strip on the second opening
Plate detachable connection is on the second demarcation strip.
The distance between roof is 50 centimetres in first opening and glass fiber reinforced plastic tank body, the second opening and fiberglass
The distance between tank body inner roof wall is 80 centimetres.
It is provided with to be fixedly connected with pole, pole on magnetic valve, flood discharge drainpipe on the flood discharge drainpipe and is provided with
High water level sensor, middle level sensor and low water level sensor, fiberglass tank wall are provided with electric cabinet, electric cabinet difference
Electrically connected with magnetic valve, high water level sensor, middle level sensor and low water level sensor.
In use, rainwater and sewage are from the water inlet pipe on sediment separator enters sediment separator, through sediment separator
Water after separation is flowed into the first water treatment room through outlet pipe, and the muddy water containing silt is discharged through sewage pipe；Through the first water
Water after process chamber precipitation is flowed into the second water treatment room from the first opening, and the water after the second water treatment room precipitation is again
It is flowed into from the second opening in the 3rd water treatment room, the water in the 3rd water treatment room is back to water treatment machine by return duct
Interior, water treatment machine carries out last purified treatment to it, and the clear water after purified processing enters standby in storage tank through clear water pipe,
When needing to use clear water, it can just be obtained easily by the overflow device on storage tank.
After usually the water inlet pipe of rainwater and sewage through sediment separator enters sediment separator, the muddy water warp containing silt
Sewage pipe is flowed into flood discharge drainpipe, from the discharge of flood discharge drainpipe；When occurring big flood, the water in glass fiber reinforced plastic tank body is then from excessive
Hydrophone is spilt into shallow-layer cage road, through shallow-layer cage road discharge and under ooze, flowed into through lower seepage well and flood discharge drainpipe in deep layer cage road
Flood then by deep layer cage road drain and under be seeped into deeper subsurface, realize flood discharge purpose.
Beneficial effects of the present invention are mainly manifested in following aspect：
First, in the present invention, diversion step, the sediment separator that rainwater and sewage are introduced into sponge city integral system；At water
Step is managed, mud-water separation is carried out by sediment separator, the clear water after separation introduces the first water treatment room, by the first water process
Clear water after the precipitation of room sequentially enters the second water treatment room and the 3rd water treatment room, by water treatment machine in the 3rd water treatment room
Clear water carry out clean water treatment；Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank；Drain step,
Sewage after being separated through sediment separator flows into flood discharge drainpipe by sewage pipe, drains through flood discharge drainpipe；Flood discharge step, the
Water in three water treatment rooms is spilt into shallow-layer cage road through overflow device, then is flowed into through lower seepage well in deep layer cage road, most afterwards through deep layer
Cage road flows into flood discharge drainpipe flood discharge, passes through diversion step, water treatment steps, water storage step, drain step and flood discharge step, energy
Rainwater and sewage enough are directly translated into domestic water to be used, high-efficiency environment friendly, and when flood occurs, can be quick
Flood discharge is carried out by shallow-layer cage road, lower seepage well and deep layer cage road, will not be blocked because of silt, with good flood discharge effect and general
All over applicability.
2nd, the present invention, sponge city integral system, including water storage device and flood discharge device, water storage device include glass
The first demarcation strip and the second demarcation strip are provided with cylinder of steel body and storage tank, glass fiber reinforced plastic tank body, the first demarcation strip and second separate
Fiberglass tank body is separated on the first water treatment room, the second water treatment room and the 3rd water treatment room, the first demarcation strip and is provided with by plate
It is provided with first opening, the second demarcation strip above the second opening, the first water treatment room and is provided with sediment separator, silt point
From water inlet pipe, outlet pipe and sewage pipe is connected with device, outlet pipe and sewage pipe are stretched into the first water treatment room, the 3rd water process
It is provided with above room on water treatment machine, water treatment machine and is provided with clear water pipe and return duct, return duct is stretched into the 3rd water treatment room,
Clear water pipe is connected with storage tank, and overflow device is fixedly connected with storage tank；Under flood discharge device includes being located at glass fiber reinforced plastic tank in vitro
Seepage well, shallow-layer cage road and deep layer cage road, shallow-layer cage road and deep layer cage road are connected with lower seepage well respectively, and flood discharge is connected with sewage pipe
Drainpipe, flood discharge drainpipe is connected through fiberglass tank body and with deep layer cage road, and overflow device, spilling water are provided with fiberglass tank body
Device is connected by pipeline with shallow-layer cage road, and rainwater and sewage are from the water inlet pipe on sediment separator enters sediment separator, warp
Water after sediment separator separation is flowed into the first water treatment room through outlet pipe, and the muddy water containing silt is arranged through sewage pipe
Go out；Water after being precipitated through the first water treatment room is flowed into the second water treatment room from the first opening, by the second water treatment room
Water after precipitation is flowed into the 3rd water treatment room from the second opening again, and the water in the 3rd water treatment room is flowed back by return duct
Into water treatment machine, water treatment machine carries out last purified treatment to it, and the clear water after purified processing enters through clear water pipe to be stored up
It is standby in water tank, when needing to use clear water, it can just be obtained easily by the overflow device on storage tank；Usually rainwater and sewage
After water inlet pipe through sediment separator enters sediment separator, the muddy water containing silt is flowed into flood discharge drainpipe through sewage pipe
It is interior, from the discharge of flood discharge drainpipe；When occurring big flood, the water in glass fiber reinforced plastic tank body is then spilt into shallow-layer cage road from overflow device,
Through the discharge of shallow-layer cage road and under ooze, the flood flowed into deep layer cage road through lower seepage well and flood discharge drainpipe is then arranged by deep layer cage road
Walk and under be seeped into deeper subsurface, oozed so as to reach under good flood discharge effect, whole process nature, without labor management；
For prior art PP modules, using fiberglass tank body, with lightweight, specific strength is high, water-fast, acidproof alkali salt electrochemistry is rotten
Erosion, not corrosion, ageing-resistant, uvioresistant, service life length, the characteristics of reliability is high, the water storage after being separated through sediment separator
Exist in glass fiber reinforced plastic tank body, not raw algae, water quality is excellent；Each part is suitable for scale production, mechanization degree is high；City
Rainwater and sewage enter in glass fiber reinforced plastic tank body after directly being separated through separator for mud and water to be precipitated, then by water treatment machine purified treatment
Use, turn waste into wealth as domestic water, without urban rainwater and sewage transport are handled to sewage treatment plant, with stroke
Short, treatment effeciency is high, and processing cost is low, the effect of energy-conserving and environment-protective；Each component height of whole system is integrated, will store, under ooze,
Flood discharge, purification and reuse five functional are integrated in one, suitable large-scale promotion application.
3rd, of the invention, storage tank includes glass reinforced plastic winding pipeline, the first end cap and the second end cap, the first end cap and glass
The one end in steel winding pipe road is tightly connected, and the other end of the second end cap and glass reinforced plastic winding pipeline is tightly connected, using fiberglass
Winding pipe, with higher toughness and mechanical strength, can ensure the long-term of whole storage tank as the main element of storage tank
Stability in use.
4th, of the invention, sediment separator includes being provided with ring-shaped step, ring on cylindrical tube, the madial wall of cylindrical tube
It is provided with the madial wall formation annular groove of interior fixed seat, interior fixed seat and cylindrical tube, ring-shaped step and sets below shape step
Annular filter screen is equipped with, the upper end of annular filter screen is connected with ring-shaped step, and the lower end of annular filter screen is connected with interior fixed seat, cylindrical tube
The madial wall of body and the lateral wall formation clear water chamber of annular filter screen, rainwater and sewage enter through the water inlet pipe on sediment separator to be justified
In column jecket body, it is easy for forming vortex, current on certain flow velocity, the inwall of water impact to cylindrical tube because current have
Centrifugal force is produced with the inwall of cylindrical tube, under the barrier effect of annular filter screen, the water for mixing silt is past dirty；Clear water
Stream is flowed into clear water chamber through annular filter screen under the action of the centrifugal force, realizes being automatically separated for muddy water, without extra increase machine
Tool power-equipment provides kinetic energy, and energy consumption is low, and environmental protection is convenient.
5th, it is of the invention, many vertical raised lines are distributed with the madial wall of cylindrical tube, vertical raised line is located on ring-shaped step
Side, the spacing of any two adjacent vertical raised lines is identical, for more smooth cylindrical tube madial wall, vertical convex due to being provided with
Bar so that the madial wall of cylindrical tube is uneven, is more prone to form vortex on the madial wall of water impact to cylindrical tube,
And then increase current centrifugal force, improve mud-water separation effect；The spacing of any two adjacent vertical raised lines is identical, and uniformity is good,
Enable clear water stream more uniformly to pass through annular filter screen, gone out along the scattered of even circumferential of annular filter screen, enter one
Step enhances mud-water separation effect.
6th, of the invention, annular filter screen includes lap segment, filter screen section and embedded section, lap segment, filter screen section successively from top to bottom
It is formed in one and forms with embedded section, annular filter screen firmly can be fixed on by cylindrical tube by lap segment and embedded section
Interior, overall construction intensity is high, and stability in use is strong.
7th, of the invention, interior fixed seat includes annular bottom plate and fixed base plate, and fixed base plate is vertically connected on annular bottom plate
Stationary annular filter screen simple in construction on inner peripheral wall, can not only stablizing, and the dismounting and change of interior fixed seat is also quite square
Just.
8th, of the invention, the cross section of the first opening and the second opening is that the is provided with circle, the first opening
One waffle slab, the first waffle slab detachable connection is provided with the second waffle slab on the first demarcation strip on the second opening, the
Two waffle slab detachable connections are on the second demarcation strip, by setting waffle slab, and the fine impurities of water float can be entered
The certain stop of row, prevents from entering in the 3rd water treatment room, ensures the cleanliness factor of the water entered in the 3rd water treatment room, beneficial to carrying
The treatment effect of high postorder water treatment machine.
9th, of the invention, the distance between the first opening and roof in glass fiber reinforced plastic tank body are 50 centimetres, the second opening with
The distance between roof is 80 centimetres in glass fiber reinforced plastic tank body, there is difference in height between the first opening and the second opening, is beneficial to
By water being flowed into from the first water treatment room, the second water treatment room in the 3rd water treatment room gradually, water after repeatedly precipitation compared with
To be limpid, beneficial to the processing of postorder water treatment machine.
Tenth, it is of the invention, it is provided with magnetic valve, flood discharge drainpipe and is fixedly connected with pole, pole on flood discharge drainpipe
High water level sensor, middle level sensor and low water level sensor are provided with, fiberglass tank wall is provided with electric cabinet, automatically controlled
Case is electrically connected with magnetic valve, high water level sensor, middle level sensor and low water level sensor respectively, and glass can be monitored in real time
Water level in glass cylinder of steel body, magnetic valve is opened and closed by electric cabinet, timely can be passed through the water in glass fiber reinforced plastic tank body
Flood discharge drainpipe is discharged, it is to avoid the long-term tension force by water of fiberglass tank body, so as to ensure the intensity of fiberglass tank body and use
Stability.
Brief description of the drawings
The present invention is described in further detail below in conjunction with specification drawings and specific embodiments, wherein：
Fig. 1 is the structural representation of sponge city of the present invention integral system；
Fig. 2 is the structural representation of sponge city integral system in the embodiment of the present invention 3；
Fig. 3 is the structural representation of sediment separator in the embodiment of the present invention 4；
Fig. 4 is structural representation of the annular filter screen in cylindrical tube in the embodiment of the present invention 5；
Fig. 5 is the structural representation of annular filter screen in the embodiment of the present invention 5；
Fig. 6 is the structural representation of interior fixed seat in the embodiment of the present invention 6；
Fig. 7 is the structural representation of sponge city integral system in the embodiment of the present invention 6；
Fig. 8 is the structural representation of sponge city integral system in the embodiment of the present invention 7；
Marked in figure：1st, tank body, 2, storage tank, the 3, first demarcation strip, the 4, second demarcation strip, the 5, first water treatment room, 6, second
Water treatment room, the 7, the 3rd water treatment room, the 8, first opening, the 9, second opening, 10, sediment separator, 11, water inlet pipe, 12,
Outlet pipe, 13, sewage pipe, 14, water treatment machine, 15, clear water pipe, 16, return duct, 17, overflow device, 18, lower seepage well, 19, shallow-layer
Cage road, 20, deep layer cage road, 21, flood discharge drainpipe, 22, overflow device, 23, glass reinforced plastic winding pipeline, the 24, first end cap, 25,
Two end caps, 26, cylindrical tube, 27, ring-shaped step, 28, interior fixed seat, 29, annular groove, 30, annular filter screen, 31, raised line,
32nd, lap segment, 33, filter screen section, 34, embedded section, 35, annular bottom plate, 36, fixed base plate, the 37, first waffle slab, the 38, second net
Panel, 39, magnetic valve, 40, pole, 41, high water level sensor, 42, middle level sensor, 43, low water level sensor, 44, electricity
Control case.
Embodiment
Embodiment 1
A kind of sponge city method for treating water, comprises the following steps：
In diversion step, the sediment separator 10 that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator 10, and the clear water after separation introduces the first water treatment room 5, warp
The clear water crossed after the first water treatment room 5 precipitation sequentially enters the second water treatment room 6 and the 3rd water treatment room 7, passes through water treatment machine
Clear water in 14 pair of the 3rd water treatment room 7 carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank 2；
Drain step, the sewage after being separated through sediment separator 10 flows into flood discharge drainpipe 21 by sewage pipe 13, is arranged through flood discharge
Water pipe 21 is drained；
Water in flood discharge step, the 3rd water treatment room 7 is spilt into shallow-layer cage road 19 through overflow device 22, then is flowed into through lower seepage well 18
In deep layer cage road 20, most the flood discharge of flood discharge drainpipe 21 is flowed into through deep layer cage road 20 afterwards.
The present embodiment is most basic embodiment, passes through diversion step, water treatment steps, water storage step, drain step
With flood discharge step, rainwater and sewage can be directly translated into domestic water and be used, high-efficiency environment friendly, and occur in flood
When, flood discharge quickly can be carried out by shallow-layer cage road, lower seepage well and deep layer cage road, will not be blocked because of silt, with good
Flood discharge effect and general applicability.
Embodiment 2
A kind of sponge city method for treating water, comprises the following steps：
In diversion step, the sediment separator 10 that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator 10, and the clear water after separation introduces the first water treatment room 5, warp
The clear water crossed after the first water treatment room 5 precipitation sequentially enters the second water treatment room 6 and the 3rd water treatment room 7, passes through water treatment machine
Clear water in 14 pair of the 3rd water treatment room 7 carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank 2；
Drain step, the sewage after being separated through sediment separator 10 flows into flood discharge drainpipe 21 by sewage pipe 13, is arranged through flood discharge
Water pipe 21 is drained；
Water in flood discharge step, the 3rd water treatment room 7 is spilt into shallow-layer cage road 19 through overflow device 22, then is flowed into through lower seepage well 18
In deep layer cage road 20, most the flood discharge of flood discharge drainpipe 21 is flowed into through deep layer cage road 20 afterwards.
Sponge city integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body 1
With storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip 3 and the second demarcation strip are provided with fiberglass tank body 1
4 are separated into fiberglass tank body 1 on first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7, the first demarcation strip 3
It is provided with the first opening 8, the second demarcation strip 4 and is provided with the second opening 9, the top of the first water treatment room 5 is provided with silt separation
Water inlet pipe 11, outlet pipe 12 and sewage pipe 13 are connected with device 10, sediment separator 10, outlet pipe 12 and sewage pipe 13 stretch into
In one water treatment room 5, the top of the 3rd water treatment room 7, which is provided with water treatment machine 14, water treatment machine 14, is provided with the He of clear water pipe 15
Return duct 16, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, is fixedly connected on storage tank 2
There is overflow device 17；Flood discharge device includes lower seepage well 18, shallow-layer cage road 19 and the deep layer cage road 20 being located at outside fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, and flood discharge drainpipe 21, flood discharge draining are connected with sewage pipe 13
Pipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, and overflow device 22 is provided with fiberglass tank body 1, and overflow device 22 leads to
Piping is connected with shallow-layer cage road 19.
The present embodiment is a better embodiment, using the storage tank and sediment separator of prior art.Sponge city
City's integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body and storage tank, fiberglass tank body
The first demarcation strip and the second demarcation strip are inside provided with, fiberglass tank body is separated into the first water by the first demarcation strip and the second demarcation strip
It is provided with the first opening, the second demarcation strip and is provided with process chamber, the second water treatment room and the 3rd water treatment room, the first demarcation strip
Second opening, be provided with sediment separator, sediment separator above the first water treatment room be connected with water inlet pipe, outlet pipe and
Sewage pipe, outlet pipe and sewage pipe are stretched into the first water treatment room, are provided with water treatment machine above the 3rd water treatment room, water process
Clear water pipe and return duct are provided with machine, return duct is stretched into the 3rd water treatment room, and clear water pipe is connected with storage tank, on storage tank
It is fixedly connected with overflow device；Flood discharge device includes being located at glass fiber reinforced plastic tank external lower seepage well, shallow-layer cage road and deep layer cage road, shallow-layer
Cage road and deep layer cage road are connected with lower seepage well respectively, and flood discharge drainpipe is connected with sewage pipe, and flood discharge drainpipe runs through fiberglass
Tank body is simultaneously connected with deep layer cage road, overflow device is provided with fiberglass tank body, overflow device is connected by pipeline with shallow-layer cage road, rain
Water and sewage are from the water inlet pipe on sediment separator enters sediment separator, and the water after being separated through sediment separator is through outlet pipe
It is flowed into the first water treatment room, the muddy water containing silt is discharged through sewage pipe；Through the first water treatment room precipitate after water from
First opening is flowed into the second water treatment room, and the water after the second water treatment room precipitation is flowed into from the second opening again
In 3rd water treatment room, the water in the 3rd water treatment room is back in water treatment machine by return duct, and water treatment machine is carried out to it
Last purified treatment, the clear water after purified processing enters standby in storage tank through clear water pipe, when needing to use clear water, leads to
The overflow device crossed on storage tank can just be obtained easily；Usually the water inlet pipe of rainwater and sewage through sediment separator divides into silt
After device, the muddy water containing silt is flowed into flood discharge drainpipe through sewage pipe, from the discharge of flood discharge drainpipe；When generation big flood
When, the water in glass fiber reinforced plastic tank body is then spilt into shallow-layer cage road from overflow device, through the discharge of shallow-layer cage road and under ooze, through lower seepage well and
Flood discharge drainpipe flow into the flood in deep layer cage road then by deep layer cage road drain and under be seeped into deeper subsurface, so as to reach
Oozed under good flood discharge effect, whole process nature, without labor management；For prior art PP modules, using fiberglass
Tank body, with lightweight, specific strength is high, water-fast, acidproof alkali salt electrochemical corrosion, not corrosion, ageing-resistant, uvioresistant, is used
The characteristics of long lifespan, high reliability, the water after being separated through sediment separator is stored in glass fiber reinforced plastic tank body, not raw algae,
Water quality is excellent；Each part is suitable for scale production, mechanization degree is high；Urban rainwater and sewage are directly separated through separator for mud and water
Enter afterwards in glass fiber reinforced plastic tank body and precipitate, then domestic water can be used as by water treatment machine purified treatment and use, turn waste into wealth, without
Urban rainwater and sewage transport are handled to sewage treatment plant, short with stroke, treatment effeciency is high, and processing cost is low, energy-saving ring
The effect of guarantor；Each component height of whole system is integrated, will store, under ooze, flood discharge, purification and reuse five functional combine in one
Body, suitable large-scale promotion application.
Embodiment 3
A kind of sponge city method for treating water, comprises the following steps：
In diversion step, the sediment separator 10 that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator 10, and the clear water after separation introduces the first water treatment room 5, warp
The clear water crossed after the first water treatment room 5 precipitation sequentially enters the second water treatment room 6 and the 3rd water treatment room 7, passes through water treatment machine
Clear water in 14 pair of the 3rd water treatment room 7 carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank 2；
Drain step, the sewage after being separated through sediment separator 10 flows into flood discharge drainpipe 21 by sewage pipe 13, is arranged through flood discharge
Water pipe 21 is drained；
Water in flood discharge step, the 3rd water treatment room 7 is spilt into shallow-layer cage road 19 through overflow device 22, then is flowed into through lower seepage well 18
In deep layer cage road 20, most the flood discharge of flood discharge drainpipe 21 is flowed into through deep layer cage road 20 afterwards.
Sponge city integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body 1
With storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip 3 and the second demarcation strip are provided with fiberglass tank body 1
4 are separated into fiberglass tank body 1 on first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7, the first demarcation strip 3
It is provided with the first opening 8, the second demarcation strip 4 and is provided with the second opening 9, the top of the first water treatment room 5 is provided with silt separation
Water inlet pipe 11, outlet pipe 12 and sewage pipe 13 are connected with device 10, sediment separator 10, outlet pipe 12 and sewage pipe 13 stretch into
In one water treatment room 5, the top of the 3rd water treatment room 7, which is provided with water treatment machine 14, water treatment machine 14, is provided with the He of clear water pipe 15
Return duct 16, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, is fixedly connected on storage tank 2
There is overflow device 17；Flood discharge device includes lower seepage well 18, shallow-layer cage road 19 and the deep layer cage road 20 being located at outside fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, and flood discharge drainpipe 21, flood discharge draining are connected with sewage pipe 13
Pipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, and overflow device 22 is provided with fiberglass tank body 1, and overflow device 22 leads to
Piping is connected with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the other end of the second end cap 25 and glass reinforced plastic winding pipeline 23 is tightly connected.
The present embodiment is another better embodiment, and storage tank includes glass reinforced plastic winding pipeline, the first end cap and the second end
Lid, one end of the first end cap and glass reinforced plastic winding pipeline is tightly connected, and the other end of the second end cap and glass reinforced plastic winding pipeline is close
Envelope connection, using main element of the glass fiber reinforced plastic wound tube as storage tank, with higher toughness and mechanical strength, can be ensured
The long-term use stability of whole storage tank.
Embodiment 4
A kind of sponge city method for treating water, comprises the following steps：
In diversion step, the sediment separator 10 that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator 10, and the clear water after separation introduces the first water treatment room 5, warp
The clear water crossed after the first water treatment room 5 precipitation sequentially enters the second water treatment room 6 and the 3rd water treatment room 7, passes through water treatment machine
Clear water in 14 pair of the 3rd water treatment room 7 carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank 2；
Drain step, the sewage after being separated through sediment separator 10 flows into flood discharge drainpipe 21 by sewage pipe 13, is arranged through flood discharge
Water pipe 21 is drained；
Water in flood discharge step, the 3rd water treatment room 7 is spilt into shallow-layer cage road 19 through overflow device 22, then is flowed into through lower seepage well 18
In deep layer cage road 20, most the flood discharge of flood discharge drainpipe 21 is flowed into through deep layer cage road 20 afterwards.
Sponge city integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body 1
With storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip 3 and the second demarcation strip are provided with fiberglass tank body 1
4 are separated into fiberglass tank body 1 on first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7, the first demarcation strip 3
It is provided with the first opening 8, the second demarcation strip 4 and is provided with the second opening 9, the top of the first water treatment room 5 is provided with silt separation
Water inlet pipe 11, outlet pipe 12 and sewage pipe 13 are connected with device 10, sediment separator 10, outlet pipe 12 and sewage pipe 13 stretch into
In one water treatment room 5, the top of the 3rd water treatment room 7, which is provided with water treatment machine 14, water treatment machine 14, is provided with the He of clear water pipe 15
Return duct 16, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, is fixedly connected on storage tank 2
There is overflow device 17；Flood discharge device includes lower seepage well 18, shallow-layer cage road 19 and the deep layer cage road 20 being located at outside fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, and flood discharge drainpipe 21, flood discharge draining are connected with sewage pipe 13
Pipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, and overflow device 22 is provided with fiberglass tank body 1, and overflow device 22 leads to
Piping is connected with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the other end of the second end cap 25 and glass reinforced plastic winding pipeline 23 is tightly connected.
The sediment separator 10 includes being provided with ring-shaped step 27 on cylindrical tube 26, the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, interior fixed seat 28 and the madial wall formation annular groove 29 of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, the madial wall of cylindrical tube 26 and the lateral wall formation clear water chamber of annular filter screen 30.
The present embodiment is another better embodiment, and sediment separator is included on cylindrical tube, the madial wall of cylindrical tube
It is provided with below ring-shaped step, ring-shaped step and is provided with interior fixed seat, the madial wall of interior fixed seat and cylindrical tube forms annular
Annular filter screen is provided with groove, ring-shaped step, the upper end of annular filter screen is connected with ring-shaped step, the lower end of annular filter screen with it is interior
Fixed seat is connected, the madial wall of cylindrical tube and the lateral wall formation clear water chamber of annular filter screen, and rainwater and sewage are separated through silt
Water inlet pipe on device enters in cylindrical tube, because current have on certain flow velocity, the inwall of water impact to cylindrical tube
It is easy for being formed the inwall generation centrifugal force of vortex, current and cylindrical tube, under the barrier effect of annular filter screen, mixes silt
Water toward flow down；Clear water stream is flowed into clear water chamber through annular filter screen under the action of the centrifugal force, realizes the automatic of muddy water
Separation, provides kinetic energy, energy consumption is low, and environmental protection is convenient without extra increase mechanical and power equipment.
Embodiment 5
A kind of sponge city method for treating water, comprises the following steps：
In diversion step, the sediment separator 10 that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator 10, and the clear water after separation introduces the first water treatment room 5, warp
The clear water crossed after the first water treatment room 5 precipitation sequentially enters the second water treatment room 6 and the 3rd water treatment room 7, passes through water treatment machine
Clear water in 14 pair of the 3rd water treatment room 7 carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank 2；
Drain step, the sewage after being separated through sediment separator 10 flows into flood discharge drainpipe 21 by sewage pipe 13, is arranged through flood discharge
Water pipe 21 is drained；
Water in flood discharge step, the 3rd water treatment room 7 is spilt into shallow-layer cage road 19 through overflow device 22, then is flowed into through lower seepage well 18
In deep layer cage road 20, most the flood discharge of flood discharge drainpipe 21 is flowed into through deep layer cage road 20 afterwards.
Sponge city integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body 1
With storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip 3 and the second demarcation strip are provided with fiberglass tank body 1
4 are separated into fiberglass tank body 1 on first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7, the first demarcation strip 3
It is provided with the first opening 8, the second demarcation strip 4 and is provided with the second opening 9, the top of the first water treatment room 5 is provided with silt separation
Water inlet pipe 11, outlet pipe 12 and sewage pipe 13 are connected with device 10, sediment separator 10, outlet pipe 12 and sewage pipe 13 stretch into
In one water treatment room 5, the top of the 3rd water treatment room 7, which is provided with water treatment machine 14, water treatment machine 14, is provided with the He of clear water pipe 15
Return duct 16, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, is fixedly connected on storage tank 2
There is overflow device 17；Flood discharge device includes lower seepage well 18, shallow-layer cage road 19 and the deep layer cage road 20 being located at outside fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, and flood discharge drainpipe 21, flood discharge draining are connected with sewage pipe 13
Pipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, and overflow device 22 is provided with fiberglass tank body 1, and overflow device 22 leads to
Piping is connected with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the other end of the second end cap 25 and glass reinforced plastic winding pipeline 23 is tightly connected.
The sediment separator 10 includes being provided with ring-shaped step 27 on cylindrical tube 26, the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, interior fixed seat 28 and the madial wall formation annular groove 29 of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, the madial wall of cylindrical tube 26 and the lateral wall formation clear water chamber of annular filter screen 30.
Many vertical raised lines 31 are distributed with the madial wall of the cylindrical tube 26, vertical raised line 31 is located at ring-shaped step 27
Top, the spacing of any two adjacent vertical raised lines 31 is identical.
The annular filter screen 30 includes lap segment 32, filter screen section 33 and embedded section 34, lap segment 32, filter successively from top to bottom
The network segment 33 and embedded section 34 are formed in one and formed.
The present embodiment is that many vertical raised lines are distributed with another better embodiment, the madial wall of cylindrical tube, vertically
Raised line is located above ring-shaped step, and the spacing of any two adjacent vertical raised lines is identical, more smooth cylindrical tube madial wall and
Speech, due to being provided with vertical raised line so that the madial wall of cylindrical tube is uneven, the madial wall of water impact to cylindrical tube
On be more prone to be formed vortex, and then increase current centrifugal force, improve mud-water separation effect；Any two adjacent vertical raised lines
Spacing is identical, and uniformity is good so that clear water stream can more uniformly pass through annular filter screen, equal along the circumference of annular filter screen
It is even it is scattered go out, further enhancing mud-water separation effect.Annular filter screen from top to bottom successively include lap segment, filter screen section and
Embedded section, lap segment, filter screen section and embedded section are formed in one and formed, can be firmly by annular by lap segment and embedded section
Filter screen is fixed in cylindrical tube, and overall construction intensity is high, and stability in use is strong.
Embodiment 6
A kind of sponge city method for treating water, comprises the following steps：
In diversion step, the sediment separator 10 that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator 10, and the clear water after separation introduces the first water treatment room 5, warp
The clear water crossed after the first water treatment room 5 precipitation sequentially enters the second water treatment room 6 and the 3rd water treatment room 7, passes through water treatment machine
Clear water in 14 pair of the 3rd water treatment room 7 carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank 2；
Drain step, the sewage after being separated through sediment separator 10 flows into flood discharge drainpipe 21 by sewage pipe 13, is arranged through flood discharge
Water pipe 21 is drained；
Water in flood discharge step, the 3rd water treatment room 7 is spilt into shallow-layer cage road 19 through overflow device 22, then is flowed into through lower seepage well 18
In deep layer cage road 20, most the flood discharge of flood discharge drainpipe 21 is flowed into through deep layer cage road 20 afterwards.
Sponge city integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body 1
With storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip 3 and the second demarcation strip are provided with fiberglass tank body 1
4 are separated into fiberglass tank body 1 on first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7, the first demarcation strip 3
It is provided with the first opening 8, the second demarcation strip 4 and is provided with the second opening 9, the top of the first water treatment room 5 is provided with silt separation
Water inlet pipe 11, outlet pipe 12 and sewage pipe 13 are connected with device 10, sediment separator 10, outlet pipe 12 and sewage pipe 13 stretch into
In one water treatment room 5, the top of the 3rd water treatment room 7, which is provided with water treatment machine 14, water treatment machine 14, is provided with the He of clear water pipe 15
Return duct 16, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, is fixedly connected on storage tank 2
There is overflow device 17；Flood discharge device includes lower seepage well 18, shallow-layer cage road 19 and the deep layer cage road 20 being located at outside fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, and flood discharge drainpipe 21, flood discharge draining are connected with sewage pipe 13
Pipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, and overflow device 22 is provided with fiberglass tank body 1, and overflow device 22 leads to
Piping is connected with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the other end of the second end cap 25 and glass reinforced plastic winding pipeline 23 is tightly connected.
The sediment separator 10 includes being provided with ring-shaped step 27 on cylindrical tube 26, the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, interior fixed seat 28 and the madial wall formation annular groove 29 of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, the madial wall of cylindrical tube 26 and the lateral wall formation clear water chamber of annular filter screen 30.
Many vertical raised lines 31 are distributed with the madial wall of the cylindrical tube 26, vertical raised line 31 is located at ring-shaped step 27
Top, the spacing of any two adjacent vertical raised lines 31 is identical.
The annular filter screen 30 includes lap segment 32, filter screen section 33 and embedded section 34, lap segment 32, filter successively from top to bottom
The network segment 33 and embedded section 34 are formed in one and formed.
The interior fixed seat 28 includes annular bottom plate 35 and fixed base plate 36, and fixed base plate 36 is vertically connected on annular bottom plate
On 35 inner peripheral wall.
The cross section of the opening 9 of first opening 8 and second is to be provided with first on circle, the first opening 8
Waffle slab 37, the detachable connection of the first waffle slab 37 is provided with the second grid on the first demarcation strip 3 on second opening 9
Plate 38, the detachable connection of the second waffle slab 38 is on the second demarcation strip 4.
The distance between first opening 8 and the inner roof wall of fiberglass tank body 1 are 50 centimetres, the second opening 9 and glass
The distance between inner roof wall of glass cylinder of steel body 1 is 80 centimetres.
The present embodiment is another better embodiment, and interior fixed seat includes annular bottom plate and fixed base plate, and fixed base plate hangs down
It is direct-connected to be connected on the inner peripheral wall of annular bottom plate, simple in construction, the stationary annular filter screen that can not only stablize, and interior fixed seat
Dismounting and change also quite facilitate.The cross section of first opening and the second opening is to be set on circle, the first opening
There is the first waffle slab, the first waffle slab detachable connection is provided with the second grid on the first demarcation strip on the second opening
Plate, the second waffle slab detachable connection is on the second demarcation strip, by setting waffle slab, can be to the tiny miscellaneous of water float
Matter carries out certain stop, prevents from entering in the 3rd water treatment room, ensures the cleanliness factor of the water entered in the 3rd water treatment room, profit
In the treatment effect for improving postorder water treatment machine.The distance between roof is 50 centimetres in first opening and glass fiber reinforced plastic tank body,
The distance between roof is 80 centimetres in second opening and glass fiber reinforced plastic tank body, is existed between the first opening and the second opening
Difference in height, beneficial to being flowed into from the first water treatment room, the second water treatment room in the 3rd water treatment room gradually by water, through repeatedly heavy
Water behind shallow lake is more limpid, beneficial to the processing of postorder water treatment machine.
Embodiment 7
A kind of sponge city method for treating water, comprises the following steps：
In diversion step, the sediment separator 10 that rainwater and sewage are introduced into sponge city integral system；
Water treatment steps, mud-water separation is carried out by sediment separator 10, and the clear water after separation introduces the first water treatment room 5, warp
The clear water crossed after the first water treatment room 5 precipitation sequentially enters the second water treatment room 6 and the 3rd water treatment room 7, passes through water treatment machine
Clear water in 14 pair of the 3rd water treatment room 7 carries out clean water treatment；
Water storage step, the clear water after clean water treatment is introduced and stored for future use in storage tank 2；
Drain step, the sewage after being separated through sediment separator 10 flows into flood discharge drainpipe 21 by sewage pipe 13, is arranged through flood discharge
Water pipe 21 is drained；
Water in flood discharge step, the 3rd water treatment room 7 is spilt into shallow-layer cage road 19 through overflow device 22, then is flowed into through lower seepage well 18
In deep layer cage road 20, most the flood discharge of flood discharge drainpipe 21 is flowed into through deep layer cage road 20 afterwards.
Sponge city integral system, including water storage device and flood discharge device, water storage device include fiberglass tank body 1
With storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip 3 and the second demarcation strip are provided with fiberglass tank body 1
4 are separated into fiberglass tank body 1 on first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7, the first demarcation strip 3
It is provided with the first opening 8, the second demarcation strip 4 and is provided with the second opening 9, the top of the first water treatment room 5 is provided with silt separation
Water inlet pipe 11, outlet pipe 12 and sewage pipe 13 are connected with device 10, sediment separator 10, outlet pipe 12 and sewage pipe 13 stretch into
In one water treatment room 5, the top of the 3rd water treatment room 7, which is provided with water treatment machine 14, water treatment machine 14, is provided with the He of clear water pipe 15
Return duct 16, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, is fixedly connected on storage tank 2
There is overflow device 17；Flood discharge device includes lower seepage well 18, shallow-layer cage road 19 and the deep layer cage road 20 being located at outside fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, and flood discharge drainpipe 21, flood discharge draining are connected with sewage pipe 13
Pipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, and overflow device 22 is provided with fiberglass tank body 1, and overflow device 22 leads to
Piping is connected with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the other end of the second end cap 25 and glass reinforced plastic winding pipeline 23 is tightly connected.
The sediment separator 10 includes being provided with ring-shaped step 27 on cylindrical tube 26, the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, interior fixed seat 28 and the madial wall formation annular groove 29 of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, the madial wall of cylindrical tube 26 and the lateral wall formation clear water chamber of annular filter screen 30.
Many vertical raised lines 31 are distributed with the madial wall of the cylindrical tube 26, vertical raised line 31 is located at ring-shaped step 27
Top, the spacing of any two adjacent vertical raised lines 31 is identical.
The annular filter screen 30 includes lap segment 32, filter screen section 33 and embedded section 34, lap segment 32, filter successively from top to bottom
The network segment 33 and embedded section 34 are formed in one and formed.
The interior fixed seat 28 includes annular bottom plate 35 and fixed base plate 36, and fixed base plate 36 is vertically connected on annular bottom plate
On 35 inner peripheral wall.
The cross section of the opening 9 of first opening 8 and second is to be provided with first on circle, the first opening 8
Waffle slab 37, the detachable connection of the first waffle slab 37 is provided with the second grid on the first demarcation strip 3 on second opening 9
Plate 38, the detachable connection of the second waffle slab 38 is on the second demarcation strip 4.
The distance between first opening 8 and the inner roof wall of fiberglass tank body 1 are 50 centimetres, the second opening 9 and glass
The distance between inner roof wall of glass cylinder of steel body 1 is 80 centimetres.
It is provided with the flood discharge drainpipe 21 on magnetic valve 39, flood discharge drainpipe 21 and is fixedly connected with pole 40, pole
High water level sensor 41, middle level sensor 42 and low water level sensor 43 are provided with 40, the outer wall of fiberglass tank body 1 is provided with
Electric cabinet 44, electric cabinet 44 respectively with magnetic valve 39, high water level sensor 41, middle level sensor 42 and low water level sensor 43
Electrical connection.
The present embodiment is to be provided with magnetic valve, flood discharge drainpipe to be fixedly connected on preferred forms, flood discharge drainpipe
Have and high water level sensor, middle level sensor and low water level sensor are provided with pole, pole, fiberglass tank wall is set
There is electric cabinet, electric cabinet is electrically connected with magnetic valve, high water level sensor, middle level sensor and low water level sensor respectively, energy
Water level in enough glass fiber reinforced plastic tank bodies of monitoring in real time, magnetic valve is opened and closed by electric cabinet, can be timely by glass
Water in cylinder of steel body is discharged through flood discharge drainpipe, it is to avoid the long-term tension force by water of fiberglass tank body, so as to ensure glass fiber reinforced plastic tank
The intensity and stability in use of body.
Claims (10)
1. a kind of sponge city method for treating water, it is characterised in that comprise the following steps：
Diversion step, rainwater and sewage is introduced the sediment separator of sponge city integral system（10）In；
Water treatment steps, pass through sediment separator（10）Mud-water separation is carried out, the clear water after separation introduces the first water treatment room
（5）, by the first water treatment room（5）Clear water after precipitation sequentially enters the second water treatment room（6）With the 3rd water treatment room（7）,
Pass through water treatment machine（14）To the 3rd water treatment room（7）Interior clear water carries out clean water treatment；
Water storage step, storage tank is introduced by the clear water after clean water treatment（2）Inside store for future use；
Drain step, through sediment separator（10）Sewage after separation passes through sewage pipe（13）Flow into flood discharge drainpipe（21）, warp
Flood discharge drainpipe（21）Drain；
Flood discharge step, the 3rd water treatment room（7）Interior water is through overflow device（22）Spill into shallow-layer cage road（19）It is interior, then through lower seepage well
（18）Flow into deep layer cage road（20）It is interior, most afterwards through deep layer cage road（20）Flow into flood discharge drainpipe（21）Flood discharge.
2. a kind of sponge city method for treating water according to claim 1, it is characterised in that：The sponge city integration
System, including water storage device and flood discharge device, water storage device include fiberglass tank body（1）And storage tank（2）, fiberglass tank body
（1）Inside it is provided with the first demarcation strip（3）With the second demarcation strip（4）, the first demarcation strip（3）With the second demarcation strip（4）By fiberglass
Tank body（1）It is separated into the first water treatment room（5）, the second water treatment room（6）With the 3rd water treatment room（7）, the first demarcation strip（3）On
It is provided with the first opening（8）, the second demarcation strip（4）On be provided with the second opening（9）, the first water treatment room（5）Top is provided with
Sediment separator（10）, sediment separator（10）On be connected with water inlet pipe（11）, outlet pipe（12）And sewage pipe（13）, outlet pipe
（12）And sewage pipe（13）Stretch into the first water treatment room（5）It is interior, the 3rd water treatment room（7）Top is provided with water treatment machine（14）,
Water treatment machine（14）On be provided with clear water pipe（15）And return duct（16）, return duct（16）Stretch into the 3rd water treatment room（7）It is interior, clearly
Water pipe（15）With storage tank（2）Connection, storage tank（2）On be fixedly connected with overflow device（17）；Flood discharge device includes being located at glass
Cylinder of steel body（1）Outer lower seepage well（18）, shallow-layer cage road（19）With deep layer cage road（20）, shallow-layer cage road（19）With deep layer cage road（20）
Respectively with lower seepage well（18）Connection, sewage pipe（13）On be connected with flood discharge drainpipe（21）, flood discharge drainpipe（21）Through glass
Cylinder of steel body（1）And with deep layer cage road（20）Connection, fiberglass tank body（1）On be provided with overflow device（22）, overflow device（22）Pass through
Pipeline and shallow-layer cage road（19）Connection.
3. a kind of sponge city method for treating water according to claim 1, it is characterised in that：The storage tank（2）Including
Glass reinforced plastic winding pipeline（23）, the first end cap（24）With the second end cap（25）, the first end cap（24）With glass reinforced plastic winding pipeline
（23）One end be tightly connected, the second end cap（25）With glass reinforced plastic winding pipeline（23）The other end be tightly connected.
4. a kind of sponge city method for treating water according to claim 1, it is characterised in that：The sediment separator（10）
Including cylindrical tube（26）, cylindrical tube（26）Madial wall on be provided with ring-shaped step（27）, ring-shaped step（27）Lower section is set
It is equipped with interior fixed seat（28）, interior fixed seat（28）With cylindrical tube（26）Madial wall formation annular groove（29）, ring-shaped step
（27）On be provided with annular filter screen（30）, annular filter screen（30）Upper end and ring-shaped step（27）Connection, annular filter screen（30）'s
Lower end and interior fixed seat（28）Connection, cylindrical tube（26）Madial wall and annular filter screen（30）Lateral wall formation clear water chamber.
5. a kind of sponge city method for treating water according to claim 1, it is characterised in that：The cylindrical tube（26）'s
Many vertical raised lines are distributed with madial wall（31）, vertical raised line（31）Positioned at ring-shaped step（27）Top, any two adjacent
Vertical raised line（31）Spacing it is identical.
6. a kind of sponge city method for treating water according to claim 1, it is characterised in that：The annular filter screen（30）From
Top to bottm includes lap segment successively（32）, filter screen section（33）With embedded section（34）, lap segment（32）, filter screen section（33）With embedded section
（34）It is formed in one and forms.
7. a kind of sponge city method for treating water according to claim 1, it is characterised in that：The interior fixed seat（28）Bag
Include annular bottom plate（35）And fixed base plate（36）, fixed base plate（36）It is vertically connected on annular bottom plate（35）Inner peripheral wall on.
8. a kind of sponge city method for treating water according to claim 1, it is characterised in that：First opening（8）
With the second opening（9）Cross section be circle, the first opening（8）On be provided with the first waffle slab（37）, the first grid
Plate（37）Detachable connection is in the first demarcation strip（3）On, the second opening（9）On be provided with the second waffle slab（38）, second
Waffle slab（38）Detachable connection is in the second demarcation strip（4）On.
9. a kind of sponge city method for treating water according to claim 1, it is characterised in that：First opening（8）
With fiberglass tank body（1）The distance between inner roof wall is 50 centimetres, the second opening（9）With fiberglass tank body（1）Inner roof wall it
Between distance be 80 centimetres.
10. a kind of sponge city method for treating water according to claim 1, it is characterised in that：The flood discharge drainpipe
（21）On be provided with magnetic valve（39）, flood discharge drainpipe（21）On be fixedly connected with pole（40）, pole（40）On be provided with height
Level sensor（41）, middle level sensor（42）And low water level sensor（43）, fiberglass tank body（1）Outer wall is provided with automatically controlled
Case（44）, electric cabinet（44）Respectively with magnetic valve（39）, high water level sensor（41）, middle level sensor（42）Passed with low water level
Sensor（43）Electrical connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710283102.2A CN106968316B (en) | 2017-04-26 | 2017-04-26 | Sponge city water treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710283102.2A CN106968316B (en) | 2017-04-26 | 2017-04-26 | Sponge city water treatment method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106968316A true CN106968316A (en) | 2017-07-21 |
| CN106968316B CN106968316B (en) | 2020-09-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710283102.2A Expired - Fee Related CN106968316B (en) | 2017-04-26 | 2017-04-26 | Sponge city water treatment method |
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| Country | Link |
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| CN (1) | CN106968316B (en) |
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| DE20005494U1 (en) * | 2000-03-23 | 2000-07-13 | Wisy Ag Haustechniksysteme Fil | Filters for separating solids |
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|---|---|
| CN106968316B (en) | 2020-09-08 |
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