CN212506687U - Automatic regulating storage pool - Google Patents
Automatic regulating storage pool Download PDFInfo
- Publication number
- CN212506687U CN212506687U CN202020730873.9U CN202020730873U CN212506687U CN 212506687 U CN212506687 U CN 212506687U CN 202020730873 U CN202020730873 U CN 202020730873U CN 212506687 U CN212506687 U CN 212506687U
- Authority
- CN
- China
- Prior art keywords
- storage tank
- regulation
- regulation pond
- cavity
- automatic
- 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
Links
- 230000001105 regulatory effect Effects 0.000 title description 5
- 230000033228 biological regulation Effects 0.000 claims abstract description 66
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 238000007689 inspection Methods 0.000 claims description 21
- 238000007789 sealing Methods 0.000 claims description 2
- 238000005303 weighing Methods 0.000 claims description 2
- 239000007788 liquid Substances 0.000 abstract description 16
- 238000005381 potential energy Methods 0.000 abstract description 10
- 238000006243 chemical reaction Methods 0.000 abstract description 6
- 230000009471 action Effects 0.000 abstract description 4
- 230000005484 gravity Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 6
- 238000011144 upstream manufacturing Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 241000282326 Felis catus Species 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Images
Landscapes
- Sewage (AREA)
Abstract
The utility model provides an automatic regulation pond. Including regulation pond cavity, chute and pit shaft, the regulation pond cavity sets up in the underground, the bottom of regulation pond cavity has been seted up the chute, the pit shaft is located regulation pond upper portion communicates with regulation pond and ground respectively, the chute passes through pipeline and other well bodies intercommunication. The utility model discloses utilize liquid potential energy and kinetic energy conversion principle in the municipal drainage pipe, when downstream drainage pipe produced the overflow risk, the pipeline upper reaches produced and stagnates water, contain liquid kinetic energy and turn into the potential energy, the water level uprises and is full of the regulation pond automatically, when downstream drainage pipe is unobstructed, liquid passes through the gravity action in the regulation pond and passes through the automatic flow away in chute with potential energy conversion kinetic energy, realize the automatic regulation function, make the rainwater peak-to-peak discharge, avoid drainage pipe liquid overflow to ground, produce the personal loss of property and drowned accident.
Description
Technical Field
The utility model relates to a municipal administration drainage safety technical field, in particular to automatic regulation pond.
Background
Along with the development of urbanization, the runoff flow of rainwater increases, stores the peak flow of runoff of rainwater temporarily in the regulation pond, treats the flow decline back, discharges water from the regulation pond again to reduce the flood peak flow, reduce the pipe diameter of low reaches rainwater trunk pipe, improve regional drainage standard and flood control ability, reduce waterlogging disasters. Most regulation pond among the prior art all is the exclusive use in the in-service use, and the solitary impounds, drains etc. need carry out manual intervention control, sets up hoisting device and consumes the energy usually, can't realize the regulation function of the big automatic impoundment of water yield, the little automatic drainage of water yield.
SUMMERY OF THE UTILITY MODEL
The utility model provides an automatic regulation pond, liquid need not the manual intervention in this regulation pond is full of automatically, can convert potential energy into kinetic energy through the action of gravity and flow away naturally, realizes automatic regulation function, makes the rainwater staggered peak discharge, avoids drainage pipe liquid overflow to ground, produces personal loss of property and drowned accident.
An automatic regulation and storage pool comprises a regulation and storage pool cavity, a flow groove and a shaft, wherein the regulation and storage pool cavity is arranged underground, the flow groove is formed in the bottom of the regulation and storage pool cavity, and the shaft is positioned on the upper portion of the regulation and storage pool and is respectively communicated with the regulation and storage pool and the ground;
the launder is communicated with other well bodies through a pipeline.
Further, the wellbore includes at least one;
the shaft and the cavity part on the same vertical line with the shaft are respectively provided with a ladder stand.
Furthermore, a storage tank cover plate is arranged at the upper part of the storage tank cavity and used for sealing the storage tank cavity;
the shaft penetrates through the storage tank cover plate.
Further, the bottom of the launder has a slope;
the height of the water inlet of the flow groove is higher than that of the water outlet of the flow groove.
Further, the flow groove is arranged at the central line of the storage tank;
the bottom of the storage tank is provided with a 1.5 percent slope flow groove towards the flow groove respectively.
Further, the automatic storage tank is arranged between any two inspection wells or between any two planned inspection wells.
Further, when the launder is communicated with other well bodies through a pipeline, the diameter of the pipeline with a higher horizontal position is smaller than or equal to the diameter of the pipeline with a lower horizontal position.
Further, pit shaft upper portion is provided with the well lid, well lid upper portion sets up prevents weighing down in net or the board arbitrary one or more.
An automatic storage regulation pool construction method comprises the following steps:
building a storage tank cavity between any two inspection wells or planning inspection wells;
arranging a flow groove at the bottom of the storage regulation pool;
and connecting the launder with any two inspection wells or planned inspection wells through a pipeline, wherein the diameter of the pipeline with the higher horizontal position is less than or equal to the diameter of the pipeline with the lower horizontal position.
Further, the flow groove is arranged at the middle line of the bottom of the storage tank;
sloping launders of 1.5 percent are provided towards the midline on both sides.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the invention. The objectives and other advantages of the invention will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.
In the drawings:
FIG. 1 is a top view of an automatic storage tank connection structure;
FIG. 2 is a side sectional view of an automatic storage tank connection structure;
FIG. 3 is a front sectional view of an automatic storage tank coupling structure;
FIG. 4 is a flow chart of an automatic storage tank construction method.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.
An embodiment of the utility model provides an automatic regulation pond, as shown in fig. 1, fig. 2 and fig. 3, draw together regulation pond cavity, chute and pit shaft, the regulation pond cavity sets up in the underground, and the chute has been seted up to the bottom of regulation pond cavity, and the pit shaft is located regulation pond upper portion and communicates with regulation pond and ground respectively. The launder is communicated with other well bodies through pipelines. In actual conditions, the regulation and storage tank is arranged between any two inspection wells or the planning inspection well. Rainwater flows into the upstream manhole through a pipeline D1, the upstream manhole is communicated with a storage tank through a pipeline D2, the storage tank is communicated with a downstream manhole through a pipeline D3, and the downstream manhole flows out the rainwater through a pipeline D4.
And the height of the bottom of the upstream inspection well is greater than that of the bottom of the storage tank and is greater than that of the bottom of the downstream inspection well. And the upstream manhole bottom, the regulating reservoir bottom and the downstream manhole bottom preferably have a slope i.
And the storage tank bottom elevation is greater than the tube top elevations of the tube D2 and the tube D3. The height of the top of the storage tank is not more than the height of the connecting line of the 2 adjacent manhole cover plates. The storage tank launder longitudinal slope is consistent with the slopes of conduit D2 and conduit D3.
The initial regulation liquid level in the regulation pool is not higher than the elevation of the launder. The highest regulation liquid level in the regulation pond is not higher than the elevation of regulation pond apron. Wherein the inspection well is provided with a cover plate, a shaft and an inspection well cover. The regulation pond is provided with regulation pond apron, pit shaft and regulation pond well lid.
The utility model discloses utilize liquid potential energy and kinetic energy conversion principle in the municipal drainage pipe, when downstream drainage pipe produced the overflow risk, the pipeline upper reaches produced and choked up water, and inclusion liquid kinetic energy turns into the potential energy, and the water level uprises and is full of the regulation pond automatically, and when downstream drainage pipe is unobstructed, liquid flows away potential energy conversion kinetic energy automatically through the action of gravity in the regulation pond, realizes automatic regulation function, avoids drainage pipe liquid overflow to ground, produces the personal loss of property and drowned accident.
In one embodiment, the wellbore includes at least one. The shaft and the cavity part on the same vertical line with the shaft are respectively provided with a ladder stand. Wherein the upper portion of regulation pond cavity is provided with regulation pond apron, be used for with regulation pond cavity seals. And the shaft penetrates through the cover plate of the storage tank. The preferred symmetry is equipped with 2 inspection holes on the regulation pond apron, sets up pit shaft and well lid on the hole, and the regulation pond lateral wall sets up the cat ladder and makes things convenient for personnel to overhaul the desilting from top to bottom.
In one embodiment, the bottom of the launder has a slope. The height of the water inlet of the flow groove is higher than that of the water outlet of the flow groove. The launder sets up in the central line department of regulation pond. The bottom of the storage tank is provided with a 1.5 percent slope flow groove towards the flow groove.
In one embodiment, the diameter of the conduit at a higher level is less than or equal to the diameter of the conduit at a lower level when the launder is in communication with other wells via the conduit. And the longitudinal slope of the flow groove of the storage tank is consistent with the slopes of the D2 and D3 pipelines.
In one embodiment, the toneThe effective volume of the storage tank is as follows: v ═ a × B × H (m)3) In the actual setting and using process, if a single seat is difficult to meet the regulation and storage capacity, a plurality of seats can be arranged. The multiple regulating and storing tanks can be continuously communicated, and can also be communicated at intervals through the inspection well. Under the design condition, the other places in the regulating and storing tank except the fluid groove are empty. When the regulation pond needs to be reformed, the effective total volume of the plurality of regulation ponds needs to be larger than the actual overflow volume.
In the construction process, the regulation and storage tank is positioned in the green land and can meet the requirements of greening and seepage prevention. The upper load is required to be satisfied in the motor vehicle lane and the non-motor vehicle lane. The storage tank needs to be anti-floating when being positioned at a place with higher underground water level. And the regulation and storage tank well cover is provided with an anti-falling net, a plate and the like.
An automatic storage tank construction method, as shown in fig. 4, includes the following steps:
s1, storage regulation pool construction step: and building a regulation and storage pool cavity between any two inspection wells or planning inspection wells.
S2, flow groove construction: arranging a flow groove at the bottom of the storage regulation pool;
s3, inspection well connection step: and connecting the launder with any two inspection wells or planned inspection wells through a pipeline, wherein the diameter of the pipeline with the higher horizontal position is less than or equal to the diameter of the pipeline with the lower horizontal position.
The utility model discloses utilize liquid potential energy and kinetic energy conversion principle in the municipal drainage pipe, when downstream drainage pipe produced the overflow risk, the pipeline upper reaches produced and choked up water, contain liquid kinetic energy and turn into the potential energy, the water level uprises and is full of the regulation pond automatically, when downstream drainage pipe is unobstructed, liquid flows away potential energy conversion kinetic energy automatically through the action of gravity in the regulation pond, realize automatic regulation function, make the rainwater wrong peak discharge, avoid drainage pipe liquid overflow to ground, produce personal loss of property and drowned accident.
In one embodiment, the flow groove is arranged at the midline of the bottom of the storage tank, and 1.5 percent of the sloping flow groove towards the midline is arranged at two sides of the midline.
It will be apparent to those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (8)
1. An automatic regulation pool is characterized by comprising a regulation pool cavity, a trough and a shaft, wherein the regulation pool cavity is arranged underground, the trough is arranged at the bottom of the regulation pool cavity, and the shaft is positioned at the upper part of the regulation pool and is respectively communicated with the regulation pool and the ground;
the launder is communicated with other well bodies through a pipeline.
2. The automatic storage tank of claim 1,
the wellbore comprises at least one;
the shaft and the cavity part on the same vertical line with the shaft are respectively provided with a ladder stand.
3. The automatic storage tank of claim 1,
the upper part of the storage tank cavity is provided with a storage tank cover plate for sealing the storage tank cavity;
the shaft penetrates through the storage tank cover plate.
4. The automatic storage tank of claim 1,
the bottom of the launder has a slope;
the height of the water inlet of the flow groove is higher than that of the water outlet of the flow groove.
5. The automatic storage tank of claim 1,
the flow groove is arranged at the central line of the storage tank;
the bottom of the storage tank is provided with a 1.5 percent slope flow groove towards the flow groove respectively.
6. The automatic storage tank of claim 1,
the automatic storage tank is arranged between any two inspection wells or between any two planning inspection wells.
7. The automatic storage tank of claim 6,
when the launder is communicated with other well bodies through a pipeline, the diameter of the pipeline with a higher horizontal position is smaller than or equal to the diameter of the pipeline with a lower horizontal position.
8. The automatic storage tank of claim 2,
the shaft upper portion is provided with the well lid, well lid upper portion sets up prevents weighing down in net or the board arbitrary one or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020730873.9U CN212506687U (en) | 2020-05-07 | 2020-05-07 | Automatic regulating storage pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020730873.9U CN212506687U (en) | 2020-05-07 | 2020-05-07 | Automatic regulating storage pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212506687U true CN212506687U (en) | 2021-02-09 |
Family
ID=74444174
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020730873.9U Expired - Fee Related CN212506687U (en) | 2020-05-07 | 2020-05-07 | Automatic regulating storage pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212506687U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535431A (en) * | 2020-05-07 | 2020-08-14 | 中国中建设计集团有限公司 | Automatic storage tank and construction method thereof |
-
2020
- 2020-05-07 CN CN202020730873.9U patent/CN212506687U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535431A (en) * | 2020-05-07 | 2020-08-14 | 中国中建设计集团有限公司 | Automatic storage tank and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109281352B (en) | Rainwater recycling system based on clean energy | |
| CN108035423A (en) | Potential energy pressurized rainwater drainage and storage system and method for sponge city | |
| CN208168933U (en) | A kind of buried Underwater Traffic Tunnel wastewater disposal basin dischargeable capacity optimization structure of Mining Method | |
| CN212506687U (en) | Automatic regulating storage pool | |
| CN209429194U (en) | Rainwater recycling system based on clean energy | |
| CN104831682B (en) | A kind of flood storage prevention waterlogging device increasing city river reservoir storage | |
| CN110616795A (en) | Backflow pool device applying siphon drainage and operation method thereof | |
| CN111535431A (en) | Automatic storage tank and construction method thereof | |
| CN217580404U (en) | Large-scale cistern overflow facility among water supply system | |
| CN214734617U (en) | Compact gravity type uniform water distribution device of underground sewage plant | |
| CN211080512U (en) | Backflow pool device using siphon drainage | |
| CN213448816U (en) | Integrated rainwater and sewage diversion pump station with silt-proof function | |
| CN211447019U (en) | Basement bottom plate structure | |
| CN212078097U (en) | Water system circulating pump station and water circulating system suitable for flood control, waterlogging drainage and water replenishing | |
| CN211752702U (en) | Sludge discharge system of secondary sedimentation tank | |
| CN209854827U (en) | Floating water diversion device | |
| CN209293143U (en) | Distributed sewage pretreatment system | |
| CN220521211U (en) | Structure for extracting and combining automatic water supply and ecological flow discharge | |
| CN220365030U (en) | Subway vehicle base rainwater pump station with regulation function | |
| CN207295964U (en) | A kind of horizontal prefabricated pumping plant of integration | |
| CN207776075U (en) | The trapped well of transformer collection oil pit by through hole | |
| CN220704465U (en) | Structure for releasing ecological flow by utilizing catchment of intercepting ditch | |
| CN221441630U (en) | Ultra-deep intensive assembled vertical shaft storage tank | |
| CN110777906A (en) | An intelligent rainwater and sewage combined pumping station with anti-sediment deposition and initial rainwater discharge | |
| CN203755389U (en) | High-pressure water device for tunnel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210209 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |