CN206616656U - A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically - Google Patents

A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically Download PDF

Info

Publication number
CN206616656U
CN206616656U CN201720143806.5U CN201720143806U CN206616656U CN 206616656 U CN206616656 U CN 206616656U CN 201720143806 U CN201720143806 U CN 201720143806U CN 206616656 U CN206616656 U CN 206616656U
Authority
CN
China
Prior art keywords
treatment plant
charge
water
box culvert
point
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720143806.5U
Other languages
Chinese (zh)
Inventor
张延年
***
汪青杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenyang Jianzhu University
Original Assignee
Shenyang Jianzhu University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN201720143806.5U priority Critical patent/CN206616656U/en
Application granted granted Critical
Publication of CN206616656U publication Critical patent/CN206616656U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Sewage (AREA)

Abstract

The utility model is regulated and stored type sewage rainwater ecological system automatically there is provided a kind of deep layer tunnel, and sewage and early-stage rainwater flow through herringbone flow control device and flow directly into shunt conduit, and is directly entered direct current conveyance conduit and is transported to water treatment plant；As rainwater increases, when unit interval rainwater flow exceedes water treatment plant's load, part rainwater is stored temporarily into groundwater reservoir, groundwater reservoir moisture storage capacity at full capacity after, stormwater overflow is directly entered water storage type deep layer tunnel, water storage type deep layer tunnel moisture storage capacity at full capacity after, stormwater overflow is directly entered box culvert and lower floor's water storage type box culvert under river；Under river box culvert and lower floor's water storage type box culvert moisture storage capacity at full capacity after, stormwater overflow is discharged into canal on embankment, using the automatic sewage rainwater control system of multipolarization, rainwater is stored to greatest extent, and store rainwater and can effectively obtain management and control, and harmless treatment can be carried out, at utmost prevent water pollution.

Description

A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically
Technical field
The utility model is related to municipal wastewater technology, more particularly to a kind of deep layer tunnel is regulated and stored type sewage rainwater life automatically State system.
Background technology
The problems such as being polluted with socio-economic development, population growth, surface water and groundwater, exploitation of the various countries to rainwater resource Using generating great interest and conduct extensive research, and it is huge tentatively to have shown that rainwater resource is developed Potentiality.Effective utilize of rainwater resource can not only alleviate shortage of water resources problem, also be that the long-term sustainable of water resource develops There is provided an effective way.Therefore, collection, processing rainwater resource how to be taken effective measures, it is ensured that rainwater resource system Effective exploitation, management and run, and how to allow rainwater to play higher benefit in daily life, be we face one Item vital task.
Different degrees of waterlogging occurs for annual rainy season, the numerous cities of China, and especially city regional area floods vapour Car, wash away the waterlogging the condition of a disaster such as retail shop.As can be seen here, the infrastructure in some cities cannot withstand a single blow in face of heavy rain, be real tangible Hard defects, easily a piece of situation of vast sea called for fun " sea is seen in city " by online friend.In recent years, such situation was in multiple cities Occur repeatedly, show that the dirty drainage system of the rain in urban construction is not effectively improved.
Utility model content
The purpose of this utility model is that effectively solving city sees sea, and at utmost ensures the safety of water system, it is to avoid River pollution.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system, including building, sewage conduct, direct current delivery pipe automatically Box culvert under road, inflow tube, water storage type deep layer tunnel, shunt conduit, herringbone flow control device, canal on embankment, river, connecting pipe, Lower floor's water storage type box culvert, water treatment plant, water extraction gug, groundwater reservoir, septic tank and box culvert inflow pipe, it is characterised in that
The drainage pipeline of building is connected with septic tank, and septic tank is connected with sewage conduct, surface collection storm sewer with Sewage conduct is connected, and wherein one end discharge outlet of sewage conduct is located at the riverbank of canal on embankment, and herringbone is set in this discharge outlet Flow control device, at herringbone flow control device, draws downwards shunt conduit, shunt conduit and inflow tube UNICOM, inflow tube Respectively with direct current conveyance conduit and water storage type deep layer tunnel UNICOM；
The underground on the periphery of direct current conveyance conduit and water storage type deep layer tunnel UNICOM building extends to water treatment plant, retaining Water extraction gug is set between moldeed depth layer tunnel and water treatment plant, circumferentially lower in water treatment plant sets groundwater reservoir；
There is one or more canal on embankment, river bed portion or riverbank bottom set the bottom of box culvert under box culvert under river, river on the ground Settable lower floor water storage type box culvert, the two is connected using connecting pipe；Box culvert inflow pipe connects inflow tube and lower floor's water storage type Box culvert.
During without rain, building produces sewage and flows into septic tank, and sewage conduct is flowed into after being handled through septic tank；Building and week The early-stage rainwater enclosed flows into sewage conduct, and sewage and early-stage rainwater flow through herringbone flow control device and flow directly into shunt conduit, And be directly entered direct current conveyance conduit and be transported to water treatment plant；
As rainwater increases, rainwater is directly entered sewage conduct, and rainwater flows through herringbone flow control device and flows directly into shunting Pipeline, and be directly entered direct current conveyance conduit and be transported to water treatment plant；When unit interval rainwater flow exceed water treatment plant's load, Part rainwater is stored temporarily into groundwater reservoir, treats that rain stops post processing；Groundwater reservoir moisture storage capacity at full capacity after, unit interval rainwater When flow is still above water treatment plant's load, stormwater overflow is directly entered water storage type deep layer tunnel, treats that rain stops post processing；
Water storage type deep layer tunnel moisture storage capacity at full capacity after, when unit interval rainwater flow is still above water treatment plant's load, rain Water overflow is directly entered box culvert and lower floor's water storage type box culvert under river；
Under river box culvert and lower floor's water storage type box culvert moisture storage capacity at full capacity after, the unit interval, rainwater flow was still above water treatment plant During load, stormwater overflow is in charge of into river course draining, and is discharged into canal on embankment.
The herringbone flow control device is herringbone pipeline, and the water main of connection, deep stream are in charge of with water treatment plant's direct current, river Road draining is in charge of, at tie point, and water main is to tiltedly upper anti-extension, and deep stream is in charge of with water treatment plant's direct current oliquely downward to be extended, River course draining oliquely downward extends again after being in charge of one section of extension obliquely upward；
It is tie point on pipeline that blowdown water main and deep stream, which are in charge of the peak being connected with water treatment plant's direct current, and minimum point is Tie point under pipeline；On pipeline under tie point and pipeline tie point vertical projection in the point minute that stream is in charge of with water treatment plant's direct current deeply Not Wei upper tie point vertical projection point and lower tie point vertical projection point, river course draining is in charge of flex point under upper turn and turned to be in charge of Point；
It is in charge of the length between flex point and upper tie point vertical projection point and is in charge of caliber with water treatment plant's direct current for deep stream 1-3 times；
From be in charge of flex point to the length of lower tie point vertical projection point be in charge of flex point and upper tie point vertical projection point 2 Times, and the length extended from lower tie point vertical projection point is equal to the length that deep stream is in charge of caliber with water treatment plant's direct current, in depth Flow the bottom being in charge of with water treatment plant's direct current and both sides lay pipeline and are connected protecting against shock layer.
The beneficial effects of the utility model are the automatic sewage rainwater control system using multipolarization, groundwater reservoir, retaining The multi-storage function such as box culvert and canal on embankment under moldeed depth layer tunnel, lower floor's water storage type box culvert, river, stores rainwater to greatest extent, and Management and control can effectively be obtained by storing rainwater, and can carry out harmless treatment, at utmost prevent water pollution.Do not solve only effectively The problem in sea is seen in city of having determined, also can effective protecting ecology system.
Brief description of the drawings
Type sewage rainwater ecological system of being regulated and stored automatically to a kind of deep layer tunnel in the utility model below in conjunction with the accompanying drawings is made Further illustrate：
Fig. 1 is that a kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system schematic automatically；
Fig. 2 is herringbone flow control schematic device；
In figure：1 is building；2 be sewage conduct；3 be direct current conveyance conduit；4 be inflow tube；5 be water storage type deep layer Tunnel；6 be shunt conduit；7 be herringbone flow control device；8 be canal on embankment；9 be box culvert under river；10 be connecting pipe；Under 11 are Layer water storage type box culvert；12 be water treatment plant；13 be water extraction gug；14 be groundwater reservoir；15 be septic tank；16 become a mandarin for box culvert Pipe；
7-1 is blowdown water main；7-2 is in charge of for deep stream with water treatment plant's direct current；7-3 is that river course draining is in charge of；7-4 is to divide Pipe flex point；7-5 is tie point on pipeline；7-6 is tie point under pipeline；7-7 is upper tie point vertical projection point；7-8 is lower company Contact vertical projection point；7-9 is pipeline connection protecting against shock layer.
Embodiment
In order to further illustrate the utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to the utility model State, but they can not be interpreted as to the restriction to the utility model protection domain.
A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically, as Figure 1-Figure 2.
A kind of deep layer tunnel regulate and store automatically type sewage rainwater ecological system including building 1, sewage conduct 2, direct current conveying Box culvert 9 under pipeline 3, inflow tube 4, water storage type deep layer tunnel 5, shunt conduit 6, herringbone flow control device 7, canal on embankment 8, river, Connecting pipe 10, lower floor's water storage type box culvert 11, water treatment plant 12, water extraction gug 13, groundwater reservoir 14, septic tank 15 and box culvert enter Flow tube 16.
The drainage pipeline of building 1 is connected with septic tank 15, and septic tank 15 is connected with sewage conduct 2, surface collection rainwater Pipeline is connected with sewage conduct 2, and wherein one end discharge outlet of sewage conduct 2 is located at the riverbank of canal on embankment 8, is set in this discharge outlet Herringbone flow control device 7 is put, at herringbone flow control device 7, shunt conduit 6, shunt conduit 6 and inflow tube 4 are drawn downwards UNICOM, inflow tube 4 respectively with direct current conveyance conduit 3 and the UNICOM of water storage type deep layer tunnel 5；
The underground on the periphery of direct current conveyance conduit 3 and the UNICOM's building 1 of water storage type deep layer tunnel 5 extends to water treatment plant 12, water extraction gug 13 is set between water storage type deep layer tunnel 5 and water treatment plant 12, in being circumferentially configured down for water treatment plant 12 Lower storage reservoir 14；
There is one or more canal on embankment 8, the bottom of river 8 or riverbank bottom set box culvert 9 under box culvert 9 under river, river on the ground Lower floor's water storage type box culvert 11 is can be set in bottom, and the two is connected using connecting pipe 10；
During without rain, building 1 produces sewage and flows into septic tank 15, and sewage conduct 2 is flowed into after being handled through septic tank 15；Building Thing 1 and the early-stage rainwater of surrounding flow into sewage conduct 2, and sewage and early-stage rainwater flow through herringbone flow control device 7 and flowed directly into Shunt conduit 6, and be directly entered direct current conveyance conduit 3 and be transported to water treatment plant 12；
As rainwater increases, rainwater is directly entered sewage conduct 2, and rainwater flows through herringbone flow control device 7 and flowed directly into point Flow tube road 6, and be directly entered direct current conveyance conduit 3 and be transported to water treatment plant 12；When unit interval rainwater flow exceedes water process The load of factory 12, part rainwater enters groundwater reservoir 14 and stored temporarily, treats that rain stops post processing；The moisture storage capacity of groundwater reservoir 14 is at full capacity Afterwards, when unit interval rainwater flow is still above 12 load of water treatment plant, stormwater overflow is directly entered water storage type deep layer tunnel 5, treats Rain stops post processing；
The moisture storage capacity of water storage type deep layer tunnel 5 at full capacity after, when unit interval rainwater flow is still above 12 load of water treatment plant, Stormwater overflow is directly entered box culvert 9 and lower floor's water storage type box culvert 11 under river；
Under river box culvert 9 and the moisture storage capacity of lower floor's water storage type box culvert 11 at full capacity after, unit interval rainwater flow still above water at When managing 12 load of factory, stormwater overflow is in charge of 7-3 into river course draining, and is discharged into canal on embankment 8.
The herringbone flow control device 7 is herringbone pipeline, the water main 7-1 of connection, deep stream and water treatment plant's direct current point 7-3 is in charge of in pipe 7-2, river course draining, at tie point, and water main 7-1 is in charge of to tiltedly upper anti-extension, deep stream with water treatment plant's direct current 7-2 oliquely downward extends, and river course draining is in charge of 7-3 and extended obliquely upward oliquely downward to be extended again after one section；
It is tie point 7- on pipeline that blowdown water main 7-1 and deep stream and water treatment plant's direct current, which are in charge of the peak that 7-2 is connected, 5, minimum point is tie point 7-6 under pipeline；On pipeline under tie point 7-5 and pipeline tie point 7-6 vertical projections in stream and water deeply The point that treatment plant's direct current is in charge of 7-2 is respectively upper tie point vertical projection point 7-7 and lower tie point vertical projection point 7-8, river course Draining is in charge of flex points of the 7-3 under upper turn to be in charge of flex point 7-4；
It is in charge of the length between flex point 7-4 and upper tie point vertical projection point 7-7 for deep stream with water treatment plant's direct current to be in charge of 1-3 times of 7-2 calibers；
From flex point 7-7 to lower tie point vertical projection point 7-8 length is in charge of to be in charge of flex point 7-4 and upper tie point is vertical 2 times of subpoint 7-7, and be in charge of from the length of lower tie point vertical projection point 7-8 extensions equal to deep stream with water treatment plant's direct current Lay pipeline and be connected protecting against shock layer 7-9 in the length of 7-2 calibers, the bottom and both sides for being in charge of 7-2 in stream deeply and water treatment plant's direct current.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and Retouching also should be regarded as protection domain of the present utility model.

Claims (2)

  1. The type sewage rainwater ecological system 1. a kind of deep layer tunnel is regulated and stored automatically, including building (1), sewage conduct (2), direct current are defeated Send pipeline (3), inflow tube (4), water storage type deep layer tunnel (5), shunt conduit (6), herringbone flow control device (7), canal on embankment (8), box culvert (9) under river, connecting pipe (10), lower floor's water storage type box culvert (11), water treatment plant (12), water extraction gug (13), Lower storage reservoir (14), septic tank (15) and box culvert inflow pipe (16), it is characterised in that
    The drainage pipeline of building (1) is connected with septic tank (15), and septic tank (15) is connected with sewage conduct (2), surface collection Storm sewer is connected with sewage conduct (2), and wherein one end discharge outlet of sewage conduct (2) is located at the riverbank of canal on embankment (8), at this Individual discharge outlet sets herringbone flow control device (7), at herringbone flow control device (7) place, and shunt conduit (6), shunting are drawn downwards Pipeline (6) and inflow tube (4) UNICOM, inflow tube (4) respectively with direct current conveyance conduit (3) and water storage type deep layer tunnel (5) UNICOM；
    The underground on the periphery of direct current conveyance conduit (3) and water storage type deep layer tunnel (5) UNICOM's building (1) extends to water treatment plant (12) water extraction gug (13), the periphery in water treatment plant (12), are set between water storage type deep layer tunnel (5) and water treatment plant (12) Underground sets groundwater reservoir (14)；
    There is one or more canal on embankment (8), river (8) bottom or riverbank bottom set box culvert under box culvert (9) under river, river on the ground (9) lower floor's water storage type box culvert (11) is can be set in bottom, and the two is connected using connecting pipe (10),
    Box culvert inflow pipe (16) connection inflow tube (4) and lower floor's water storage type box culvert (11).
  2. The type sewage rainwater ecological system 2. a kind of deep layer tunnel according to claim 1 is regulated and stored automatically, it is characterised in that：Institute The herringbone flow control device (7) stated is herringbone pipeline, and the water main (7-1) of connection, deep stream are in charge of (7- with water treatment plant's direct current 2) it is in charge of (7-3) with river course draining, at tie point, water main (7-1) divides to tiltedly upper anti-extension, deep stream with water treatment plant's direct current Pipe (7-2) oliquely downward extends, and river course draining is in charge of after (7-3) extends one section obliquely upward oliquely downward to be extended again；
    It is tie point (7- on pipeline that blowdown water main (7-1) and deep stream, which are in charge of the peak that (7-2) be connected with water treatment plant's direct current, 5), minimum point is tie point (7-6) under pipeline；On pipeline under tie point (7-5) and pipeline tie point (7-6) vertical projection in depth The point that stream is in charge of (7-2) with water treatment plant's direct current is respectively upper tie point vertical projection point (7-7) and lower tie point vertical projection Point (7-8), river course draining is in charge of the flex point of (7-3) under upper turn to be in charge of flex point (7-4)；
    It is in charge of the length between flex point (7-4) and upper tie point vertical projection point (7-7) for deep stream with water treatment plant's direct current to be in charge of 1 to 3 times of (7-2) caliber；
    It is perpendicular to be in charge of flex point (7-4) and upper tie point to the length of lower tie point vertical projection point (7-8) from flex point (7-4) is in charge of 2 times of straight subpoint (7-7), and the length extended from lower tie point vertical projection point (7-8) is straight with water treatment plant equal to deep stream Lay pipeline and be connected anti-in the length of flow point pipe (7-2) caliber, the bottom and both sides for being in charge of (7-2) with water treatment plant's direct current in stream deeply Shock ply (7-9).
CN201720143806.5U 2017-02-17 2017-02-17 A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically Expired - Fee Related CN206616656U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720143806.5U CN206616656U (en) 2017-02-17 2017-02-17 A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720143806.5U CN206616656U (en) 2017-02-17 2017-02-17 A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically

Publications (1)

Publication Number Publication Date
CN206616656U true CN206616656U (en) 2017-11-07

Family

ID=60230920

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720143806.5U Expired - Fee Related CN206616656U (en) 2017-02-17 2017-02-17 A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically

Country Status (1)

Country Link
CN (1) CN206616656U (en)

Similar Documents

Publication Publication Date Title
CN203174665U (en) Urban rainwater collection and utilization system
CN207017395U (en) A kind of Rain-fed wetland system for sponge city
CN201943173U (en) Sinking groove type permeable gutter inlet facility system
CN204023750U (en) Municipal drainage system
CN105951969B (en) A kind of water storage flood drainage system and storage discharge method
CN206233333U (en) Initial rainwater filtering, precipitating, discarding and collecting treatment system
CN104060645A (en) Karst sloping field efficient water collection irrigation method and irrigation system
CN106759646A (en) A kind of sponge urban pavement rain water collecting system and installation method
CN203939076U (en) The efficient water collecting irrigation system of a kind of karst sloping field
CN203173911U (en) Precipitation device
CN205224230U (en) LID type urban rainwater oozes and holds clean drainage closed conduit
CN206368389U (en) One kind backwash and sewage sucking system
CN108625456A (en) Rainwater-collecting recycling system and its application method
CN102261125B (en) Motorless multifunctional rain and flood control and utilization device
CN206616656U (en) A kind of deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically
CN209412895U (en) A kind of landscape rainwater-collecting reclaiming system
CN202610962U (en) Siphon-type desilting device of water storage and drainage tunnel
CN205935164U (en) A hydrocone type drainage filter equipment for urban road
CN205875348U (en) Urban rainwater collects system that utilizes
CN106948451A (en) Deep layer tunnel is regulated and stored type sewage rainwater ecological system automatically
CN103785220A (en) Rainwater filter for buildings
CN104975644B (en) Special pipe storage system for road initial rainwater
CN106592734A (en) Integrated initial rainwater purification system with functions of collection, storage, purification and transfer
CN203487619U (en) Water resource recycling system for city underground engineering construction
CN204343380U (en) A kind ofly utilize domatic flowing water as the tunnel fire protection system at water source

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171107

Termination date: 20220217