CN1236846A - Siphon-type flow path for underground water reservoir - Google Patents
Siphon-type flow path for underground water reservoir Download PDFInfo
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- CN1236846A CN1236846A CN 98114015 CN98114015A CN1236846A CN 1236846 A CN1236846 A CN 1236846A CN 98114015 CN98114015 CN 98114015 CN 98114015 A CN98114015 A CN 98114015A CN 1236846 A CN1236846 A CN 1236846A
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Abstract
A siphon-type underground water reservoir features that the excess water on the ground can flow into water input well via water delivery pipe, pouring pump, linkage electric generator and water pouring pipe of siphon apparatus, a vacuum pump is installed over water pouring pipe and water input well for generating negative pressure in siphon apparatus and water input well, and the negative pressure can make the excess water on the ground continuously flow into underground water reservoir via water input well. If necessary, the water in underground water-reservoir can be pumped up for use.
Description
The present invention relates to a kind of siphon-type flow path for underground water reservoir.Water is human irreplaceable valuable source, is concerning people's life and industrial and agricultural production, so that the key factor of social development.China is the country of a water resource poorness, reports according to interrelated data: China's water resource per capita comes the 88th of the world, and there are 300 lacks of water in the whole nation in 570 cities, wherein 108 serious water shortages.For this reason, have many places in large quantities exploiting groundwater support the needs that satisfy people's lives and industrial and agricultural production development.Groundwater resources are important component parts of earth water resource, and groundwater resources mainly come from surface water and infiltrate through undergroundly, are the savings and one of the storing mode naturally of water resource.The phreatic exploitation of China at present is far longer than phreatic savings naturally.Because phreatic a large amount of exploitations, and can not get replenishing timely and effectively, the danger of ground line sedimentation appears easily.Therefore the problem of development and use and constantly additional groundwater resources becomes China and even whole world problem demanding prompt solution.
What the our times various countries carried out extensive retaining mainly is to build the dam to set up large, medium and small type surface reservoir, build surface reservoir and often exist the serial problem that engineering is big, investment is high, floor space is big, when arrive flood season, also must take flood control, flood-relief measure.Otherwise can cause serious disasters such as breaching a dyke, lead to flooding.
The purpose of this invention is to provide a kind of construction siphon-type flow path for underground water reservoir, promptly is that the water of the unnecessary surplus in ground is injected the groundwater basin is that the underground storage layer stores, and extracts the needs that satisfy people's life and industrial and agricultural production water when need waiting again.
As everyone knows, the earth's crust of the earth is because the structure of the layering that various geology activity deposition forms.Have in these sedimentary deposits and possess permeable, as to contain water function stratum, stratum as sandstone or sandstone formation is called as aquifer or aquifer, fluid-tight stratum is also arranged, for example argillic horizon or hard lithosphere are called as impervious layer, groundwater abstraction is got to aquifer to well exactly, utilizes machinery as water pump the water of aquifer to be extracted into ground for use.
The object of the present invention is achieved like this, promptly be with the water in surface pond such as great river, great river, lake or the reservoir especially at the flood in flood season, utilize siphon device to be fed in the groundwater basin savings and store, extract for people to use when needing again.Its specific practice is as shown in drawings: (1) unnecessary water conservancy is with siphon device and water-supply-pipe (3) in the surface pond, inculcate pump (4) and water injection pipe (5), be connected with water injection well (8), at water injection pipe (5) and water injection well (8) top vacuum pump (7) is housed, vacuum pump (7) is connected with water injection pipe (5) water injection well (8) by stack (6), when starting vacuum pump (7) with the siphon device pipeline in and the air in the water injection well (8) extract out, make it to form negative-pressure vacuum, at this moment the water of surface pond by siphon device continually ground warp water injection well (8) form drop and inject in the deep and thorough layer in groundwater basin (9), store, also can install and inculcate pump (4) linkage generator at the output of this siphon device, generate electricity, the suction side of the efferent duct of this siphon device (3) is located at below the flood control water level of surface pond (1), its entrance is towards the bottom, cause local eddy currents when preventing to absorb water, the input port answers the specific output mouth high, form drop, be provided with ventilation well (11) on the deep and thorough water layer in this groundwater basin (9) top, the first is discharged the gas in the deep and thorough water layer (9), alleviates the pressure of deep and thorough water layer; It two is used to observe underground storage reservoir level height, and whether decision continues to inject water.Can be provided with ventilation well arm (13) at the middle part of ventilation well (11) in addition, when the deep and thorough water layer of underground storage reservoir (9) when filling unnecessary water enter the underground water that shallow pervious layer (12) replenishes shallow pervious layer by ventilation well arm (13), thereby realize that the water that ground is unnecessary is stored into the groundwater basin, to satisfy the needs of people's life and industrial and agricultural production, can reduce the ground flood again and solve the contradiction that groundwater resources lack.
For large-scale or super-huge groundwater basin, can adopt the defeated flow process of the many well irrigation of many cover siphon devices.
Major advantage of the present invention is, makes full use of natural geographical formation condition, realizes underground storage, have engineering quantity little, safe and reliable, also can play flood control flood diversion effect in flood season.After the surface water injects the deep and thorough water layer in groundwater basin, water quality is purified, replenishes groundwater resources, regulate water effectively, thereby avoid because dangerous generation such as the surface settlement that excessive exploitation underground water causes through precipitating, filtering.
Description of drawings:
Accompanying drawing is this siphon-type flow path for underground water reservoir figure.
Number in the figure: 1. surface pond; 2. surface layer; 3. water-supply-pipe; 4. inculcate pump; 5. water injection pipe; 6. stack; 7. vacuum pump; 8. water injection well; 9. the deep and thorough water layer in groundwater basin; 10. impervious layer; 11. ventilation well; 12. shallow pervious layer; 13. ventilation well arm.
Embodiment:
Design condition: 1. section in the flood control of great river is designed in the surface pond; 2. the water-supply-pipe suction side is located under the flood control water level section, apart from 10 meters of the waters surface, i.e. and 1 atmosphere pressure; 3. inculcate pump apart from 15 meters of the vertical distances of water-supply-pipe suction side; 4. the water-supply-pipe diameter is 1 meter, and the cross section is 0.785 square metre, flow velocity 5 metre per second (m/s)s; 5. the water filling well depth is 100 meters, 1.5 meters of diameters; 6. groundwater basin ability 14 ten thousand steres.
Inculcate pressure/612 of pump power P=QP/612=flow * liquid
If the flow of pump is 236,000 liters/minute promptly 14,160 cubic metres/hour
The flow of water-supply-pipe is 14,130 cubic metres/hour
Then:
Inculcate pump power P=QP/612=236,000/612=385.6 KW generator power=inculcate pump power * generator efficiency * transmission efficiency
=385.6 * 0.9 * 0.9=312.336 kilowatt-day is inculcated the water yield=339,120 cubic metre day generated energy=day gross output electric weight=221,132,7, the 496 kilowatts of storage reservoir period of saturation=29.5 kilowatt
Claims (4)
1, a kind of siphon-type flow path for underground water reservoir, it is characterized in that: surface pond (1) the unnecessary water conservancy water-supply-pipe (3) and water injection pipe (5) of siphon device, be connected with water injection well (8), at water injection pipe (5) and water injection well (8) top vacuum pump (7) is housed, vacuum pump (7) is connected with water injection pipe (5), water injection well (8) respectively by stack (6), and the surface water is injected the groundwater basin.
2, according to the described groundwater basin of claim 1 flow process, it is characterized in that: be provided with ventilation well (11) on the deep and thorough water layer in this groundwater basin (9) top, be provided with the well arm (13) of ventilating on shallow layer (12) top on the top of this ventilation well (11).
3, according to the described groundwater basin of claim 1 flow process, it is characterized in that: the suction side of the water-supply-pipe of this siphon device (3) is located at below the flood control water level section of surface pond (1), and the entrance prevents to cause local eddy currents towards the bottom.
4, according to the described groundwater basin of claim 1 flow process, it is characterized in that: can install at the output of this siphon device and inculcate pump (4) linkage generator, generate electricity.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 98114015 CN1082591C (en) | 1998-05-26 | 1998-05-26 | Siphon-type flow path for underground water reservoir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 98114015 CN1082591C (en) | 1998-05-26 | 1998-05-26 | Siphon-type flow path for underground water reservoir |
Publications (2)
Publication Number | Publication Date |
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CN1236846A true CN1236846A (en) | 1999-12-01 |
CN1082591C CN1082591C (en) | 2002-04-10 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 98114015 Expired - Fee Related CN1082591C (en) | 1998-05-26 | 1998-05-26 | Siphon-type flow path for underground water reservoir |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949394A (en) * | 2010-10-08 | 2011-01-19 | 邝光明 | Vacuum pump-assisted siphon water intaking device and method |
CN102995701A (en) * | 2012-12-05 | 2013-03-27 | 河海大学 | Irrigation water source system device capable of accumulating and filtering slope runoff |
CN103423069A (en) * | 2013-08-02 | 2013-12-04 | 孙波 | Efficient low-cost power generation system |
CN104294790A (en) * | 2014-09-18 | 2015-01-21 | 林连山 | Ecological management method for drought and flood disasters |
CN108758343A (en) * | 2018-07-16 | 2018-11-06 | 东莞市宏举供水科技有限公司 | A kind of remote power high speed water delivery and siphon water-carriage system |
CN110528479A (en) * | 2019-09-20 | 2019-12-03 | 文经全 | A kind of agricultural land drainage and irrigation equipment |
-
1998
- 1998-05-26 CN CN 98114015 patent/CN1082591C/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949394A (en) * | 2010-10-08 | 2011-01-19 | 邝光明 | Vacuum pump-assisted siphon water intaking device and method |
CN102995701A (en) * | 2012-12-05 | 2013-03-27 | 河海大学 | Irrigation water source system device capable of accumulating and filtering slope runoff |
CN103423069A (en) * | 2013-08-02 | 2013-12-04 | 孙波 | Efficient low-cost power generation system |
CN104294790A (en) * | 2014-09-18 | 2015-01-21 | 林连山 | Ecological management method for drought and flood disasters |
CN108758343A (en) * | 2018-07-16 | 2018-11-06 | 东莞市宏举供水科技有限公司 | A kind of remote power high speed water delivery and siphon water-carriage system |
CN110528479A (en) * | 2019-09-20 | 2019-12-03 | 文经全 | A kind of agricultural land drainage and irrigation equipment |
CN110528479B (en) * | 2019-09-20 | 2021-06-22 | 宁夏晧顺建设有限公司 | Agricultural drainage is drought-resistant with equipment of irrigating and draining |
Also Published As
Publication number | Publication date |
---|---|
CN1082591C (en) | 2002-04-10 |
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