CN210049347U - Water storage system for water interception of mine slope - Google Patents

Water storage system for water interception of mine slope Download PDF

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Publication number
CN210049347U
CN210049347U CN201920757892.8U CN201920757892U CN210049347U CN 210049347 U CN210049347 U CN 210049347U CN 201920757892 U CN201920757892 U CN 201920757892U CN 210049347 U CN210049347 U CN 210049347U
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CN
China
Prior art keywords
ditch
water
water storage
slope
intercepting
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
CN201920757892.8U
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Chinese (zh)
Inventor
安锡光
严明
张绍平
安兴
刘玉梅
王凤
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It Was Yunnan Construction Group Co Ltd
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It Was Yunnan Construction Group Co Ltd
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Priority to CN201920757892.8U priority Critical patent/CN210049347U/en
Application granted granted Critical
Publication of CN210049347U publication Critical patent/CN210049347U/en
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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Abstract

The utility model belongs to the technical field of civil engineering, concretely relates to cut water retaining system in mining area side slope work progress. A mining area side slope intercepting and water storage system comprises an intercepting ditch, a reservoir and a flood discharge ditch, and is characterized in that the intercepting ditch comprises a first intercepting ditch arranged at the top of a slope, a second intercepting ditch arranged at the middle part of a steep slope and a third intercepting ditch arranged at the bottom of the steep slope; the intercepting ditch is connected into the flood discharge ditch through the drainage ditch; the flood discharge ditch in be equipped with the weir that dams, the flood discharge ditch bottom of weir water retaining surface one side of damming has seted up and has held the mouth of a river, the mouth of a river be linked together through the import of water pipe with the cistern, the import department of cistern is equipped with and blocks the sediment grid. The utility model discloses a set up the cistern, can collect the rainwater that runs off and the water that flows automatically to realize the retrieval and utilization of water resource, practiced thrift the water resource.

Description

Water storage system for water interception of mine slope
Technical Field
The utility model belongs to the technical field of civil engineering, concretely relates to cut water retaining system in mining area side slope work progress.
Background
When the side slope of a mining area is constructed, irrigation is often needed, and a large amount of water resources are needed for irrigation. On the side slope of the mining area, on one hand, the gravity flow of the top of the slope flows down, and on the other hand, the rainwater also flows down along the side slope. The flowing of the rainwater and the artesian water not only erodes the side slope, but also causes the waste of water resources. How to collect and recycle the wasted water resources is a problem to be considered in the construction process.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the not enough of prior art, provide a cut water retaining system in mining area side slope work progress.
The utility model discloses a realize through following technical scheme:
a mining area side slope intercepting and water storage system comprises an intercepting ditch, a reservoir and a flood discharge ditch, wherein the intercepting ditch comprises a first intercepting ditch arranged at the top of a slope, a second intercepting ditch arranged in the middle of a steep slope and a third intercepting ditch arranged at the bottom of the steep slope; the intercepting ditch is connected into the flood discharge ditch through the drainage ditch; the flood discharge ditch in be equipped with the weir that dams, the flood discharge ditch bottom of weir water retaining surface one side of damming has seted up and has held the mouth of a river, the mouth of a river be linked together through the import of water pipe with the cistern, the import department of cistern is equipped with and blocks the sediment grid.
The water pipe is provided with a water storage valve.
And a water outlet is formed in the bottom of the reservoir.
The water outlet is connected with a water outlet hose, and the water outlet end of the water outlet hose is arranged in the area to be irrigated.
The cistern constitute by first cistern, second cistern and third cistern, its characterized in that, first cistern, second cistern and third cistern from up setting gradually on the slope down, the difference in height between two adjacent cisterns is 100 m.
The first reservoir in be equipped with the immersible pump, the delivery port of immersible pump sets up in second reservoir and the third reservoir respectively.
Compared with the prior art, the utility model discloses following beneficial effect has: 1. the utility model reduces the erosion of rainwater and artesian water to the side slope by arranging the intercepting ditch, and ensures the safety of construction; 2. the utility model can collect the lost rainwater and the artesian water by arranging the reservoir, thereby realizing the recycling of water resources and saving the water resources; 3. by arranging the three-stage water storage tank and the submersible pump, sufficient water quantity and elevation for subsequent irrigation are ensured; 4. and a slag blocking grid is arranged at the water inlet to reduce the entrance of silt.
Drawings
Figure 1 is a schematic structural diagram of the present invention,
in the figure: 1-a first cut-off ditch, 2-a drainage ditch, 3-a second cut-off ditch, 4-a third cut-off ditch, 5-a flood discharge ditch, 6-a cut-off weir, 7-a water storage valve, 8-a slag blocking grid, 9-a water pipe, 10-a water outlet hose, 12-a submersible pump, 13-a second reservoir and 14-a second reservoir.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and examples, but the scope of the present invention is not limited by the examples.
Example 1
A mining area side slope intercepting and water storage system comprises an intercepting ditch, a reservoir and a flood discharge ditch, wherein the intercepting ditch comprises a first intercepting ditch arranged at the top of a slope, a second intercepting ditch arranged in the middle of a steep slope and a third intercepting ditch arranged at the bottom of the steep slope; the intercepting ditch is connected into the flood discharge ditch through the drainage ditch; the flood discharge ditch in be equipped with the weir that dams, the flood discharge ditch bottom of weir water retaining surface one side of damming has seted up and has held the mouth of a river, the mouth of a river be linked together through the import of water pipe with the cistern, the import department of cistern is equipped with and blocks the sediment grid.
The water pipe is provided with a water storage valve.
And a water outlet is formed in the bottom of the reservoir.
The water outlet is connected with a water outlet hose, and the water outlet end of the water outlet hose is arranged in the area to be irrigated.
The cistern constitute by first cistern, second cistern and third cistern, its characterized in that, first cistern, second cistern and third cistern from up setting gradually on the slope down, the difference in height between two adjacent cisterns is 100 m.
The first reservoir in be equipped with the immersible pump, the delivery port of immersible pump sets up in second reservoir and the third reservoir respectively.

Claims (6)

1. A mining area side slope intercepting and water storage system comprises an intercepting ditch, a reservoir and a flood discharge ditch, and is characterized in that the intercepting ditch comprises a first intercepting ditch arranged at the top of a slope, a second intercepting ditch arranged at the middle part of a steep slope and a third intercepting ditch arranged at the bottom of the steep slope; the intercepting ditch is connected into the flood discharge ditch through the drainage ditch; the flood discharge ditch in be equipped with the weir that dams, the flood discharge ditch bottom of weir water retaining surface one side of damming has seted up and has held the mouth of a river, the mouth of a river be linked together through the import of water pipe with the cistern, the import department of cistern is equipped with and blocks the sediment grid.
2. The mine slope cut-off water storage system according to claim 1, wherein a water storage valve is arranged on the water pipe.
3. The mining area slope cut-off water storage system as claimed in claim 1, wherein a water outlet is formed at the bottom of the reservoir.
4. The mining area slope cut-off water storage system according to claim 3, wherein the water outlet is connected with a water outlet hose, and a water outlet end of the water outlet hose is arranged in an area to be irrigated.
5. The mining area slope intercepting and water storing system of claim 1, wherein the water storage tank is composed of a first water storage tank, a second water storage tank and a third water storage tank, the first water storage tank, the second water storage tank and the third water storage tank are sequentially arranged on the slope from bottom to top, and the height difference between every two adjacent water storage tanks is 100 m.
6. The mining area slope cut-off water storage system according to claim 5, wherein a submersible pump is arranged in the first water storage tank, and a water outlet of the submersible pump is respectively arranged in the second water storage tank and the third water storage tank.
CN201920757892.8U 2019-05-24 2019-05-24 Water storage system for water interception of mine slope Expired - Fee Related CN210049347U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920757892.8U CN210049347U (en) 2019-05-24 2019-05-24 Water storage system for water interception of mine slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920757892.8U CN210049347U (en) 2019-05-24 2019-05-24 Water storage system for water interception of mine slope

Publications (1)

Publication Number Publication Date
CN210049347U true CN210049347U (en) 2020-02-11

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ID=69382411

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920757892.8U Expired - Fee Related CN210049347U (en) 2019-05-24 2019-05-24 Water storage system for water interception of mine slope

Country Status (1)

Country Link
CN (1) CN210049347U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113906988A (en) * 2021-10-28 2022-01-11 贵州省水利水电勘测设计研究院有限公司 Slope water-saving and water-retaining system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113906988A (en) * 2021-10-28 2022-01-11 贵州省水利水电勘测设计研究院有限公司 Slope water-saving and water-retaining system

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Granted publication date: 20200211