CN101240670A - Soft reservoir - Google Patents

Soft reservoir Download PDF

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Publication number
CN101240670A
CN101240670A CNA2007100034328A CN200710003432A CN101240670A CN 101240670 A CN101240670 A CN 101240670A CN A2007100034328 A CNA2007100034328 A CN A2007100034328A CN 200710003432 A CN200710003432 A CN 200710003432A CN 101240670 A CN101240670 A CN 101240670A
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CN
China
Prior art keywords
reservoir
soft body
soft
water
soft reservoir
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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.)
Pending
Application number
CNA2007100034328A
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Chinese (zh)
Inventor
秦国光
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to CNA2007100034328A priority Critical patent/CN101240670A/en
Publication of CN101240670A publication Critical patent/CN101240670A/en
Pending legal-status Critical Current

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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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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Abstract

The soft body reservoir of the invention is made up of air-proof soft body spacing formed by bottom face soft material, upper side soft material, and external side soft material, the soft body spacing is placed at the high position with high low head drop, the bottom of the soft body spacing is placed at the high position ground, the outer side of the soft body spacing is equipped with inlet opening and water outlet;the construction reservoir of the present technical project does not need reconsider the building interception dam and the combined location problem between the earth surface and the dam, so the location range of the reservoir is considerably enhanced, at the same time the abandonment history of the reservoir is changed once the reservoir is abandonment which is caused by artificial variation and water resource variation after the reservoir is built.The water source of the soft body reservoir may guide from the upper river of the soft body reservoir and the lower river of the soft body reservoir, and the soft body reservoir can be transplanted conveniently according to the actual need and the water source positional variation, at the same time the insoluble leakage problem can be valid stop, considerably decrease earthwork and miscellaneous investments.

Description

Soft reservoir
Technical field
The present invention relates to a kind of water storage device, be meant especially, a kind of soft reservoir of the various landform that can suit.
Background technology
In the prior art, mostly be to adopt distinctive topography and geomorphology as reservoir, construction interception dam carries out retaining and forms, though the retaining that this mode can be a large amount of, but the water of a large amount of water and discrepancy in elevation position can cause grave danger to the downstream, and dam engineering is costly, especially Pumped Storage Power Station Construction use the accumulation of energy reservoir time, this pumped storage reservoir need be arranged on the high position in power station, generate electricity by drop, but it needs more suitable landform, landforms and a large amount of ground workss can realize, and the potential safety hazard brought of the leakage problems of accumulation of energy reservoir and the cost of great number are the difficult problems that puzzlement people developing water power station and pumped storage power plant will need to be resolved hurrily always.
Summary of the invention
The purpose of this invention is to provide a kind of soft reservoir, pass through the technical program, it can be provided with this soft reservoir on the high position with relative height above sea level drop, so naturally the bottom of the reservior and the downstream water mask that form soft reservoir have the higher height of water, significantly reduce construction works, reduce its cost, to remedy the deficiencies in the prior art.
The technical solution adopted for the present invention to solve the technical problems is: a kind of soft reservoir, it is that the bottom surface of being made by soft material, the airtight software space that top and outer gusset forms constitute, described software space is arranged on the high position with high low head, the bottom surface in described this software space is placed on the high-order ground, places in the outside in described software space and is provided with water inlet and delivery port.
Described bottom surface and above be provided with several cavities, described bottom surface and top empty inside edge are fixedly connected with interior gusset.
Described bottom surface, the top and outside are placed and are provided with reinforcing rib, are provided with several earth anchors and fixed band below described bottom surface, and described each earth anchor is connected with the bottom surface respectively, described fixed band and each earth anchor Joint.
Above the described and inboard of the joint portion of inboard or top and the interior gusset of the joint portion of outer gusset is provided with several buoyancy body.
The present invention in actual applications, it can be when rainy season, a large amount of water pumped in the soft reservoir store, discharge water when treating dry season the back is irrigated or handled to crops as living water use, also can utilize the drop of water level, supporting generating equipment is carried out work as pumped storage power plant.
The advantage of soft reservoir of the present invention is: owing to adopt the technical program, it does not need to consider to build the location problem that interception dam and ground combine with dam building again on the reservoir, improved the scope of reservoir addressing greatly, after simultaneously also having changed the construction reservoir, the history that causes reservoir to scrap in case the change in resources of artificial variation and water occurs, the water source of described soft reservoir can draw from the upstream of soft reservoir and the downstream of soft reservoir, and soft reservoir can also move with the variation of position, water source according to actual needs easily, the leakage problems that the heavy for a long time end of reservoir solves be can also effectively stop simultaneously, the ground works and the miscellaneous investments of building reservoir significantly reduced.Built the reservoir of high drop, the height that need build a dam and the difficulty of construction works and invest big surprisingly adopt the technical program, as long as according to the landform that is had this accumulation of energy reservoir is set, thereby significantly reduce construction works, have reduced cost in the past.
Description of drawings
Fig. 1 is the prior art structural representation.
Fig. 2 is a working state schematic representation of the present invention.
Fig. 3 is the sectional structure schematic diagram of the embodiment of the invention one.
Fig. 4 is the plan structure schematic diagram of Fig. 3.
Fig. 5 is the working state schematic representation of the embodiment of the invention one.
Fig. 6 is the three-dimensional profile schematic diagram of the embodiment of the invention one.
Fig. 7 is the sectional structure schematic diagram of the embodiment of the invention two.
Fig. 8 is the plan structure schematic diagram of Fig. 7.
Fig. 9 is the sectional structure schematic diagram of the embodiment of the invention three.
Figure 10 is the user mode cross-sectional schematic of Fig. 9.
Figure 11 is the plan structure schematic diagram of Fig. 9.
Figure 12 is the view of overlooking of Figure 10.
Figure 13 is the three-dimensional profile schematic diagram of Fig. 9.
Figure 14 is the duty cross-sectional schematic of Fig. 9.
Figure 15 is the sectional structure schematic diagram of the embodiment of the invention four.
Figure 16 is the view of overlooking of Figure 15.
Figure 17 is the three-dimensional shape schematic diagram of Figure 16.
Figure 18 is the duty schematic perspective view of Figure 15.
Among the figure: 1 dam, above 2,3 bottom surfaces, 4 outer gussets, 5 water inlets, 6 fixed bands, 7 earth anchors, 8 delivery ports, 9 buoyancy aids, 10 reinforcing ribs, 11 trees, 12 massifs, 13 interior gussets, 14 cavities.
The present invention will be further described below in conjunction with accompanying drawing.
The specific embodiment
As shown in Fig. 2-Fig. 6, the soft reservoir that the present invention relates to, it be the bottom surface 3 of making by soft material, top 2 and the airtight software space that forms of outer gusset 4 constitute, described software space is arranged on the high position with high low head, the bottom surface 3 in described this software space is placed on the high-order ground, and the outer gusset 4 in described software space is provided with water inlet 5 and delivery port 8.
As shown in Fig. 7-Figure 18, described bottom surface 3 and top 2 is provided with several cavities 14, gusset 13 in described bottom surface 3 and top 2 cavity 14 inside edges are fixedly connected with.
As shown in the figure, described bottom surface 3, top 2 and outer gusset 4 be provided with reinforcing rib 10, below described bottom surface 3, be provided with several earth anchors 7 and fixed band 6, described each earth anchor 7 is connected with bottom surface 3 respectively, described fixed band 6 and each earth anchor 7 Joint.
As shown in the figure, 2 are provided with several buoyancy body 9 with the inboard of the joint portion of inboard or top and the interior gusset of the joint portion of outer gusset 4 above described.
As shown in Figure 1, needed high low head adopts dam 1 to realize in the prior art of the present invention.As Fig. 2, Fig. 5 and shown in Figure 14, soft reservoir of the present invention can pass through natural environment, be arranged on the top or the place, hill-side of massif 12, when being arranged on the top of massif 12, can be according to its ambient conditions, cavity 14 is set, to avoid its massif 12 non-disconnectable huge protrusion that removes in surface and trees 11 on the soft reservoir surface.As shown in figure 15, soft reservoir of the present invention also can be designed to the place, hill-side that annular is arranged on the mountain peak.
Soft reservoir of the present invention, not only can effectively solve the difficulty of knob and highlands lack of water in dry season, do not destroy simultaneously the ecological environment of this area, also can be under the situation of supporting generating equipment, make pumped storage power plant, to alleviate the gap between this area's peak of power consumption and the low power consumption, play the effect of saving the energy.

Claims (4)

1. soft reservoir, it is that the bottom surface of being made by soft material, the airtight software space that top and outer gusset forms constitute, it is characterized in that: described software space is arranged on the high position with high low head, the bottom surface in described this software space is placed on the high-order ground, places in the outside in described software space and is provided with water inlet and delivery port.
2. soft reservoir according to claim 1 is characterized in that: described bottom surface and above be provided with several cavities, described bottom surface and top empty inside edge are fixedly connected with interior gusset.
3. soft reservoir according to claim 1 and 2, it is characterized in that: described bottom surface, the top and outside are placed and are provided with reinforcing rib, be provided with several earth anchors and fixed band below described bottom surface, described each earth anchor is connected with the bottom surface respectively, described fixed band and each earth anchor Joint.
4. soft reservoir according to claim 3 is characterized in that: above the described and inboard of the joint portion of inboard or top and the interior gusset of the joint portion of outer gusset is provided with several buoyancy body.
CNA2007100034328A 2007-02-07 2007-02-07 Soft reservoir Pending CN101240670A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2007100034328A CN101240670A (en) 2007-02-07 2007-02-07 Soft reservoir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2007100034328A CN101240670A (en) 2007-02-07 2007-02-07 Soft reservoir

Publications (1)

Publication Number Publication Date
CN101240670A true CN101240670A (en) 2008-08-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2007100034328A Pending CN101240670A (en) 2007-02-07 2007-02-07 Soft reservoir

Country Status (1)

Country Link
CN (1) CN101240670A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102953913A (en) * 2011-08-31 2013-03-06 首瑞(北京)投资管理集团有限公司 Upper liquid accumulation system for liquid gravitational potential energy storage power station

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102953913A (en) * 2011-08-31 2013-03-06 首瑞(北京)投资管理集团有限公司 Upper liquid accumulation system for liquid gravitational potential energy storage power station

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Open date: 20080813