CN210459504U - Pump station for low-lying area - Google Patents
Pump station for low-lying area Download PDFInfo
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- CN210459504U CN210459504U CN201921248176.3U CN201921248176U CN210459504U CN 210459504 U CN210459504 U CN 210459504U CN 201921248176 U CN201921248176 U CN 201921248176U CN 210459504 U CN210459504 U CN 210459504U
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- water
- culvert
- self
- waterlogging
- pump station
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- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
Abstract
The utility model provides a pump station for relief low-lying region relates to the drainage field, including the main building, be provided with two water pumps in the main building and arrange the culvert certainly, arrange the culvert certainly and be located between two water pumps, be provided with the gate on arranging the culvert certainly, the water pump is located the inland river side with the water inlet of arranging the culvert certainly, the water pump is located the river side with the delivery port of arranging the culvert certainly. The utility model adds the self-drainage culvert in the main factory building, when the side water level of the waterlogging area is higher than the water level of the river channel, the gate of the culvert is opened, the water flow enters the self-drainage culvert through the two sides of the middle pier, and the waterlogging water is self-drained by utilizing the difference of the upstream water head and the downstream water head; when the side water level of the waterlogging area is lower than the water level of the river channel, the gate is closed, and the water pump is started to lift and drain the waterlogging. This type fuses the waterlogging and arranges and draw water and arrange the waterlogging in an organic whole, according to actual conditions, the operation mode is flexible, can effectively save the operation administrative cost.
Description
Technical Field
The utility model belongs to the drainage field, concretely relates to a pump station for relief low-lying region.
Background
In plain areas in northern China, some low-lying areas exist, the drainage condition is poor, and serious waterlogging problem exists in flood season, so that the life and agricultural production of residents are influenced.
In order to solve the problem of drainage of the two regions, based on the principle of investment saving and quick response, dredging and dredging partial ditches in the region, building a check gate and a drainage pump station, building a relatively perfect flood control and waterlogging control system, and maintaining the social stability of the region and the normal development of agricultural production.
However, the existing pump station mostly adopts a single type of pumping and drainage, the type cannot realize the self-drainage of the waterlogging, the resource waste can be caused when the self-drainage condition is met, and the operation management cost is high.
SUMMERY OF THE UTILITY MODEL
The above-mentioned not enough to prior art, the utility model provides a pump station for relief low-lying region to solve above-mentioned technical problem. The invention provides a novel pump station structure type which can realize self-drainage of waterlogging and water pumping and drainage of waterlogging at the same time.
In a first aspect, the utility model provides a pump station for relief low-lying region, including the main building, be provided with two water pumps in the main building and arrange the culvert certainly, arrange the culvert certainly and be located between two water pumps, be provided with the gate on arranging the culvert certainly, the water pump is located the inland river side with the water inlet of arranging the culvert certainly, the water pump is located the river side with the delivery port of arranging the culvert certainly.
Furthermore, in order to facilitate the opening and closing of the gate, the gate is provided with a matched single-lifting-point manual screw rod type hoist.
Furthermore, in order to guarantee the stability of the structure and avoid the overlarge water pressure from damaging the self-discharging culvert, the self-discharging culvert is integrally cast with the pump station.
Furthermore, in order to conveniently extract water on the inland river side, the water pump is a vertical axial-flow pump.
Further, the pump station includes upstream linkage segment and forebay, the upstream linkage segment is connected with current situation drainage ditch is smooth-going. The upstream connecting section adopts a stone masonry twisted surface structure.
Furthermore, in order to conveniently store water, the forebay adopts a U-shaped groove structure.
Furthermore, in order to prevent solid pollutants in upstream river water from continuously flowing into the downstream of a river channel and expand the pollution range, a trash rack is arranged at a water outlet of the forebay.
The beneficial effects of the utility model reside in that, the utility model provides a pump station for relief low-lying region adds the self-draining culvert in the main factory building, when waterlogging area side water level is higher than the river course water level, opens the gate of culvert, and rivers pass through middle mound both sides, get into the self-draining culvert, utilize the different self-draining waterlogging water of upstream and downstream water head; when the side water level of the waterlogging area is lower than the water level of the river channel, the gate is closed, and the water pump is started to lift and drain the waterlogging. This type fuses the waterlogging and arranges and draw water and arrange the waterlogging in an organic whole, according to actual conditions, the operation mode is flexible, can effectively save the operation administrative cost.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic plan view of the pump station of the present invention.
Fig. 2 is the section schematic diagram of the pump station self-draining culvert of the utility model.
Fig. 3 is the structure schematic diagram of the pump station water pump.
In the figure, 1, a water pump, 2, a self-discharging culvert, 3, a forebay, 4, a water outlet pool, 5, an inspection bridge, 6, a trash rack, 7, M10 grouted block stone slope protection, 8, M10 grouted block stone twisted surfaces, 9, M10 grouted block stone bottom protection, 10, river bottom elevation, 11, ground elevation, 12, inland river side, 13, river side, 14, steps, 15 and a ladder stand.
Detailed Description
In order to make the technical solutions in the present invention better understood, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, but not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts shall belong to the protection scope of the present invention.
In the following, river channels in areas where Liuxinzhuang and Zhi zhuang in Xiujin county of Shandong province are located are taken as examples.
In low-lying areas of the land, self drainage is difficult, and after water delivery projects of seven-river and six-river and five-river in the first period of north-south water transfer are implemented, a management road is newly built on one side of the six-river and five-river, and a pumping station for irrigation and drainage is dismantled, so that waterlogging in the areas is more difficult to drain.
In order to solve the problem of drainage of the two regions, based on the principle of investment saving and quick response, dredging and dredging partial ditches in the region, building a check gate and a drainage pump station, building a relatively perfect flood control and waterlogging control system, and maintaining the social stability of the region and the normal development of agricultural production.
According to the drainage requirements, 1 drainage pumping station is newly built at the place where the nine ditches enter the six-five river and the joint of the rear road-collecting ditch and the six-five river, has the same structural style and consists of an upstream connecting section, a front pond 3, main and auxiliary plant buildings of the station body, a water outlet pond 4, a self-drainage culvert 2, a drainage lock chamber, a steep slope, a stilling basin, a sea wall and the like.
The upstream connecting section of the drainage station is smoothly connected with the current drainage ditch.
The drainage pumping station adopts a 1000ZLB-3(-2 DEG) type vertical axial-flow pump, the single machine flow is 2.51m3/s, and the design lift is 3.20 m. The nine pumps are installed in 2 stations without using machine sets; and 2 machine sets of the rear-lower pump station are installed without equipment.
The upstream connecting section of the drainage pumping station adopts an M10 grout block stone twisted surface 8 structure, and the forebay 3 adopts a U-shaped groove structure. The bottom plate and the side walls of the underground part of the main workshop are of a C30 reinforced concrete structure. The upper part of the main workshop is of a reinforced concrete frame structure. The water outlet pool 4 is of a C30 reinforced concrete structure, and has a impermeability grade W6 and an antifreeze grade F150.
Aiming at small-sized drainage pumping stations, a self-drainage culvert 2 is additionally arranged in an original main plant, is arranged between two water pumps 1 and is integrally poured with the pumping stations, and a plane cast iron gate and a single-lifting-point manual screw rod type hoist are arranged.
The working process is as follows: when the side water level of the waterlogging area is higher than the water level of the river channel, the gate of the culvert is opened, water flows through the two sides of the middle pier and enters the self-draining culvert 2, and waterlogging water is drained automatically by utilizing the difference of upstream and downstream water heads; when the side water level of the waterlogging area is lower than the water level of the river channel, the gate is closed, and the unit is opened to lift and drain the waterlogging.
The drainage pumping station has the following functions: when the water level in the drainage ditch is higher than the water level in the sixty-five rivers, the gate of the culvert is opened, and the waterlogging water is drained automatically by utilizing the difference between the upstream water head and the downstream water head; when the water level in the sixty-five rivers is higher than that in the drainage ditch, the gate is closed, and the unit is opened to lift and drain the waterlogging.
The utility model provides a pump station for relief low-lying region adds self-draining culvert 2 in the main factory building, when waterlogging area side water level is higher than the river course water level, opens the gate of culvert, and rivers are through middle mound both sides, get into self-draining culvert 2, utilize the difference of upstream water head self-draining waterlogging; when the side water level of the waterlogging area is lower than the water level of the river channel, the gate is closed, and the water pump 1 is started to lift and drain the waterlogging. This type fuses the waterlogging and arranges and draw water and arrange the waterlogging in an organic whole, according to actual conditions, the operation mode is flexible, can effectively save the operation administrative cost.
Although the present invention has been described in detail by referring to the drawings in conjunction with the preferred embodiments, the present invention is not limited thereto. Various equivalent modifications or substitutions can be made on the embodiments of the present invention by those skilled in the art without departing from the spirit and substance of the present invention, and these modifications or substitutions are intended to be within the scope of the present invention/any person skilled in the art can easily conceive of changes or substitutions within the technical scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (7)
1. A pump station for low-lying areas, characterized in that: including the main building, be provided with two water pumps (1) and self-discharging culvert (2) in the main building, self-discharging culvert (2) are located between two water pumps (1), be provided with the gate on self-discharging culvert (2), water pump (1) and the water inlet of self-discharging culvert (2) are located inland river side (12), water pump (1) and the delivery port of self-discharging culvert (2) are located inland river side (13).
2. The pump station for low lying areas according to claim 1, characterized in that: the gate is provided with a matched single-hoisting-point manual screw rod type hoist.
3. The pump station for low lying areas according to claim 1, characterized in that: and the self-discharging culvert (2) and the pump station are integrally cast.
4. The pump station for low lying areas according to claim 1, characterized in that: the water pump (1) is a vertical axial-flow pump.
5. A pump station for use in low lying areas according to any of claims 1 to 4, wherein: including upper reaches linkage segment and forebay (3), the upper reaches linkage segment is connected with current situation drainage ditch is smooth-going, the upper reaches linkage segment adopts the twisted surface structure of stone masonry.
6. The pump station for low lying areas according to claim 5, characterized in that: the forebay (3) adopts a U-shaped groove structure.
7. The pump station for low lying areas according to claim 5, characterized in that: a trash rack (6) is arranged at the water outlet of the forebay (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921248176.3U CN210459504U (en) | 2019-08-02 | 2019-08-02 | Pump station for low-lying area |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921248176.3U CN210459504U (en) | 2019-08-02 | 2019-08-02 | Pump station for low-lying area |
Publications (1)
Publication Number | Publication Date |
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CN210459504U true CN210459504U (en) | 2020-05-05 |
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CN201921248176.3U Active CN210459504U (en) | 2019-08-02 | 2019-08-02 | Pump station for low-lying area |
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CN (1) | CN210459504U (en) |
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2019
- 2019-08-02 CN CN201921248176.3U patent/CN210459504U/en active Active
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 250014 No. 121 Lishan Road, Lixia District, Shandong, Ji'nan Patentee after: Shandong water resources survey and Design Institute Co.,Ltd. Address before: 250014 No. 121 Lishan Road, Lixia District, Shandong, Ji'nan Patentee before: SHANDONG SURVEY AND DESIGN INSTITUTE OF WATER CONSERVANCY |
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CP01 | Change in the name or title of a patent holder |