WO2015043152A1 - Method and system for circulatory hydroelectric generation by using buoyancy series water lifting - Google Patents

Method and system for circulatory hydroelectric generation by using buoyancy series water lifting Download PDF

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Publication number
WO2015043152A1
WO2015043152A1 PCT/CN2014/074746 CN2014074746W WO2015043152A1 WO 2015043152 A1 WO2015043152 A1 WO 2015043152A1 CN 2014074746 W CN2014074746 W CN 2014074746W WO 2015043152 A1 WO2015043152 A1 WO 2015043152A1
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WO
WIPO (PCT)
Prior art keywords
buoyancy
water
bucket
lifting
level
Prior art date
Application number
PCT/CN2014/074746
Other languages
French (fr)
Chinese (zh)
Inventor
王喜献
Original Assignee
河南省冠通永动电力实业有限公司
王喜献
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Application filed by 河南省冠通永动电力实业有限公司, 王喜献 filed Critical 河南省冠通永动电力实业有限公司
Publication of WO2015043152A1 publication Critical patent/WO2015043152A1/en

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03BMACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03BMACHINES OR ENGINES FOR LIQUIDS
    • F03B17/00Other machines or engines
    • F03B17/02Other machines or engines using hydrostatic thrust
    • F03B17/025Other machines or engines using hydrostatic thrust and reciprocating motion
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05BINDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00Components
    • F05B2240/40Use of a multiplicity of similar components
    • 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

Definitions

  • the invention relates to a circulating hydropower generation method and system for lifting water in series by buoyancy, belonging to the technical field of hydropower generation.
  • Hydroelectric power uses the drop of water to impact the blades to generate electricity and convert potential energy into electrical energy. Hydropower is a clean energy source and does not generate carbon dioxide to pollute the environment. Therefore, the state advocates the development of hydropower.
  • the amount of hydropower generation is closely related to water flow, water drop, etc. The water flow is large and the water drop is large, that is, the installed capacity is large and the power generation is large.
  • the construction of large-scale water conservancy dams actually intercepts the natural water flow. On the one hand, it needs to inundate a large amount of land to form a reservoir.
  • the third aspect is that it takes a lot of manpower, material and financial resources to build a large water conservancy dam, and the input cost is too high.
  • One of the objects of the present invention is to overcome the shortcomings of the prior art dam dam storage and the high construction cost, and to provide a circulating hydroelectric power generation method using buoyancy series to raise water, and use the buoyancy of water to raise the water. At a certain height, then falling to form a water flow drop for hydroelectric power generation, and then using the buoyancy of water to raise the water to a certain height and then fall, this method can reuse water resources to achieve circular hydropower generation.
  • the second object of the present invention is to provide a circulating hydropower system that uses buoyancy to increase water in series.
  • the system has a simple structure, and it is possible to raise the water to a certain height without forming a dam, thereby forming a water flow drop, and thus does not affect the downstream ecology.
  • the impact of the environment can also reduce the construction cost of hydropower projects.
  • a circulating hydroelectric power generation method using buoyancy series lifting water, a buoyancy lifting device composed of a multi-stage buoyancy bucket and a lifting bucket in series is arranged, and the buoyancy lifting device automatically raises water to a set hydroelectric power level by buoyancy to realize hydroelectric power generation.
  • step 1) the water in the first-stage lifting bucket is sequentially flowed into the second-stage lifting bucket and the second-stage buoyancy bucket, and the water of the second-stage buoyancy bucket generates buoyancy to raise the second-stage lifting bucket to the set height. , achieving a second level of promotion;
  • step 2) the water of the second-stage lifting bucket is sequentially flowed into the third-stage lifting bucket and the third-stage buoyancy bucket,
  • the water of the third-stage buoyancy bucket generates buoyancy to raise the third-stage lifting bucket to the set height to achieve the third-level lifting; and so on, after the third-level lifting and the third-level lifting, the water in the lifting bucket flows in sequence.
  • the first-stage lifting bucket and the upper-stage buoyancy bucket form a series-type multi-stage lifting, which realizes that the water is raised to the set hydropower level step by step by the buoyancy of water, and finally the lake pond water, river water or seawater is raised to set power generation.
  • the opening/closing state of the drain switch and the water inlet switch of the buoyancy bucket and the lifting bucket of each level is controlled by the control device; the water raised to the set height is then dropped into the pond, river or sea area to realize the circulating hydropower generation.
  • the water in the multi-stage buoyancy bucket is called buoyancy water
  • the buoyancy water compartment in the multi-stage buoyancy bucket is discharged into the lower buoyancy bucket, as the buoyancy water of the lower buoyancy bucket, and the buoyancy in the third-stage buoyancy bucket Water is discharged into lakes, rivers or sea areas.
  • a negative buoyancy bucket and a negative lifting bucket are disposed under the first stage buoyancy bucket and the first stage lifting bucket, and the first stage buoyancy barrel and the second stage buoyancy barrel are collected by the negative stage buoyancy barrel and the negative stage lifting barrel
  • the lifting bucket is upgraded from the first-stage buoyancy bucket and the first-stage lifting bucket to the second-stage buoyancy bucket and the second-stage lifting bucket, and is sequentially raised upwards to the set hydropower height.
  • a circulating hydroelectric system that uses buoyancy to increase water in series, a fixed high wall at the lake pond, river or seaside, a reservoir at the top of the fixed high wall, and a hydroelectric generator at the lower part of the fixed high wall.
  • the buoyancy lifting device is composed of a multi-stage buoyancy bucket and a lifting bucket connected in series, and the buoyancy bucket and the lifting bucket of the buoyancy lifting device are arranged in a stepped manner, and the lifting bucket is arranged in the buoyancy bucket to form one buoyancy bucket configuration.
  • Lifting the bucket to form a water lifting point forming a series lifting structure through the multi-stage water lifting point, and connecting the upper and lower buoyancy buckets and the upper and lower lifting buckets through a pipeline, wherein the pipeline is provided with a water inlet switch and drainage
  • the switch, the control input of the water inlet switch and the drain switch is connected to the output of the control device.
  • the utility model further comprises: a plurality of negative-level buoyancy buckets and lifting buckets, wherein a pit body is arranged at the bottom of the fixed high wall, the fixed high wall extends downward along the pit body to form a lower wall body, and the lower wall body is provided with a negative-level buoyancy bucket And a negative lifting bucket;
  • the multi-stage buoyancy bucket includes a first-stage buoyancy bucket, a second-stage buoyancy bucket, a third-stage buoyancy bucket..., an N-stage buoyancy bucket
  • the multi-stage lifting bucket includes a first-stage lifting bucket, and a second-stage Lifting bucket, third-stage lifting bucket..., level N lifting bucket;
  • negative-stage buoyancy bucket and negative-level lifting bucket are disposed under first-stage lifting bucket and first-stage buoyancy bucket; said negative-level buoyancy bucket and negative-level lifting
  • the number of barrels is decreasing from negative level, negative level 2 to negative level N, and is inverted triangle.
  • the bottom of the lifting bucket is provided with a floating float, and a plurality of falling water holes are arranged around the floating float, and a plurality of stable strips are arranged on the side of the floating drift, and the floating float is pressed against the inner wall of the buoyancy bucket through the stabilizing strip to prevent the lifting bucket from shaking .
  • the height of the buoyancy bucket is set to be more than twice of the height of each lift, and the volume ratio of the buoyancy bucket to the lift bucket is greater than or equal to 4:1.
  • the fixed high wall adopts a reinforced concrete structure, and the fixed high wall is curved or semicircular, and the fixed high wall and the buoyancy barrel are provided with hooks, and the buoyancy barrel is fixed on the fixed high wall by a link.
  • a water level sensor is further provided, the water level sensor is arranged on the buoyancy barrel, the water level sensor collects the water level information and transmits the information to the control device, and the control device controls the opening/closing of each switch; the water inlet switch and the drain switch of the pipeline adopt a numerical control switch.
  • first stage buoyancy bucket and the first stage lifting bucket are disposed below the lowest water level line.
  • the invention adopts a buoyancy bucket and a lifting bucket to raise water to a certain height for hydroelectric power generation, specifically, the buoyancy generated by buoyancy water in the buoyancy bucket is used as the power for lifting the bucket upward, and the water in the lifting bucket is raised to a certain height, and the lifting is improved. The water then flows into the upper lifting bucket and the buoyancy bucket to be lifted again. After the multi-stage lifting, the water is finally raised to the set power generation height, and then the water drops to hydroelectrically generate electricity. The water behind it is lifted again, and the circulating type is repeatedly repeated. Water power generation.
  • the invention does not require other mechanical power and does not require the construction of a dam, so it does not have any impact on the surrounding environment and the construction cost is low.
  • the invention has wide application range, and can generate electricity by using river water, lake pond water, sea water and high tide water.
  • the invention collects the water level information through the water level sensor, and then transmits it to the control device, and the control device controls the water inlet switch and the drain switch of each stage of the buoyancy bucket and the lifting bucket to realize intelligent control.
  • the invention is provided with floating float at the bottom of the lifting bucket, and a stabilizer strip is arranged on the side of the floating float, which avoids the shaking of the lifting bucket during the lifting process, so that the lifting amount is consistent, which ensures the smooth implementation of the whole project.
  • FIG. 1 is a schematic structural view of a buoyancy bucket and a lifting bucket of the present invention
  • FIG. 2 is a schematic structural view of a buoyancy bucket of the present invention
  • FIG. 3 is a schematic structural view of a lifting bucket of the present invention.
  • Figure 4 is a schematic view of the float structure of the present invention.
  • Figure 5 is a schematic view showing the arrangement structure of the multi-stage buoyancy bucket and the lifting bucket in the third embodiment of the present invention.
  • Fig. 6 is a schematic view showing the arrangement structure of a buoyancy bucket and a lifting bucket in a specific embodiment 3 of the present invention.
  • a circulating hydroelectric power generation system using buoyancy series lifting water comprising a control device, a plurality of multi-stage buoyancy buckets 1, a lifting bucket 2, a float 3, a stabilizing strip 6, Pipe, water level sensor, drain switch and water inlet switch; dig a gully in the lower water level of the lake pond and river, the fixed high wall 4 is placed at the gully, and the fixed high wall 4 is a curved wall or half made of reinforced concrete.
  • the circular wall, the height of the wall depends on the power generation drop.
  • the top of the fixed high wall 4 is provided with a reservoir 5, which is a funnel type.
  • the lower part of the fixed high wall 4 is close to the water surface to construct a plank road, and the water is installed on the plank road.
  • a generator the hydroelectric generator using an existing axial flow generator.
  • a buoyancy lifting device consisting of a multi-stage buoyancy bucket 1 and a lifting bucket 2 connected in series is arranged on the fixed high wall 4, and the buoyancy bucket 1 and the lifting bucket 2 of the buoyancy lifting device are arranged in a stepped manner on the fixed high wall 4, multi-stage buoyancy
  • the bucket 1 includes a first-stage buoyancy bucket 1-1, a second-stage buoyancy bucket 1-2, a third-stage buoyancy bucket 1-3, and an N-stage buoyancy bucket 1-N
  • the multi-stage lift bucket 2 includes the first Level lifting bucket 2-1, second lifting bucket 2-2, third lifting bucket 2-3 ⁇ , Nth lifting bucket 2-N; the lifting bucket 2 is disposed in the buoyancy bucket 1
  • Each of the buoyancy buckets 1 is formed with a lifting bucket 2, and the multi-stage buoyancy bucket 1 and the lifting bucket
  • each level of lifting can be 1 meter, 1, 5 meters, 2 meters or other.
  • the fixed high wall 4 and the buoyancy barrel 1 are provided with hooks, and the buoyancy barrel 1 is fixed on the fixed high wall 4 by the cooperation of the chain and the hook;
  • the buoyancy bucket 1 and the lifting bucket 2 of each level are the same in size and structure.
  • Each buoyancy bucket 1 is provided with a lifting bucket 2, and the buoyancy bucket 1 and the lifting bucket 2 are made of metal or plastic, and the height of the buoyancy bucket 1 is The volume ratio of the buoyancy bucket 1 to the lift bucket 2 is set to be greater than 4:1; the float bucket 3 is provided at the bottom of the lift bucket 2, and a plurality of water drain holes 3-1 are arranged around the float 3 a plurality of stabilizer strips 6 are disposed on the side of the float 3, and the float 3 is pressed against the inner wall of the buoyancy bucket 1 through the stabilizer strips 6; the first stage buoyancy bucket 1-1 and the first lift bucket 1-2 are set below the minimum water level At the line, the upper buoyancy bucket is connected to the lower buoyancy bucket through the pipeline 7, and the upper lift bucket is connected to the lower lift bucket through the pipeline 7, the pipeline 7 is provided with a hose, and the pipeline 7 is provided with a drain switch and a water inlet switch, drainage The switch and the water inlet switch adopt the control of the digital control switch, the drain switch and the
  • the input end is connected to the output of the control device to be electrically connected; the water level sensor is arranged on the buoyancy barrel 1, and the water level sensor is electrically connected with the control device.
  • the water level sensor detects the water level information, it is transmitted to the control device, and the buoyancy bucket of each level is controlled by the control device.
  • the opening/closing state of the drain switch and the water inlet switch of the lifting tub 2 and the series lifting structure is constituted by the multi-stage buoyancy bucket 1 and the lifting tub 2.
  • a circulating hydroelectric power generation method using buoyancy series lifting water a buoyancy lifting device comprising a multi-stage buoyancy bucket 1 and a lifting bucket 2 connected in series, wherein the buoyancy lifting device automatically raises water to a set hydroelectric height by buoyancy to realize hydraulic power
  • the water in the multi-stage buoyancy bucket 1 is called buoyancy water
  • the buoyancy water compartment in the multi-stage buoyancy bucket 1 is discharged into the lower buoyancy bucket as the buoyancy water of the lower buoyancy bucket.
  • Hutang water, river water or sea water only supplies water for the first stage buoyancy bucket 1-1 and the first stage lift bucket 1-2 throughout the system.
  • the buoyancy water in the third stage buoyancy bucket 1-3 is discharged into the pond, river or sea area.
  • step 1) After the step 1) is lifted, the water in the first-stage lifting bucket 2-1 is sequentially flowed into the second-stage lifting bucket 2-2 and the second-stage buoyancy bucket 1-2, and the water of the second-stage buoyancy bucket 1-2 is generated.
  • the buoyancy raises the second stage lifting bucket 2-2 to the set height to achieve the second level lifting;
  • step 2) After the step 2) is lifted, the water of the second-stage lifting bucket 2-2 is sequentially flowed into the third-stage lifting bucket 2-3 and the third-stage buoyancy bucket 1-3, and the water of the third-stage buoyancy bucket 1-3 is generated.
  • the buoyancy raises the third-stage lifting bucket 2-3 to the set height to achieve the third-level lifting;
  • the water in the lifting bucket flows into the upper lifting bucket and the upper-level buoyancy bucket in turn, forming a series multi-stage lifting, realizing the buoyancy depending on the water step by step.
  • the water is raised to the set hydroelectric power level, and finally the lake pond water or the river water is raised to the set power generation height; the opening/closing state of the drain switch and the water inlet switch of the buoyancy bucket 1 and the lifting bucket 2 of each level is controlled by the control device;
  • the water raised to the set height falls into the pond or river to realize circular hydropower.
  • the embodiment is characterized in that: a plurality of series of negative-level buoyancy buckets and lifting buckets are further included, and a pit body is arranged at the bottom of the fixed high wall 4, and the fixed high wall 4 extends downward along the pit body to form a lower wall body, and the lower wall body a negative-stage buoyancy barrel and a negative-level lifting barrel are provided; the negative-stage buoyancy barrel and the negative-stage lifting barrel are disposed under the first-stage lifting barrel 2-1 and the first-stage buoyancy barrel 1-1; the negative-level buoyancy barrel and the negative
  • the number of lifting buckets is decreasing from negative first level to negative second level to negative N level, which is inverted triangle. When there is negative N level, only one buoyancy bucket and lifting bucket or only a small amount of tail water remain.
  • the hydroelectric power generation method is as follows: a negative buoyancy bucket and a negative lift bucket are disposed under the first stage buoyancy bucket 1-1 and the first stage lift bucket 2-1, and the first stage is collected by the negative buoyancy bucket and the negative lift bucket. The buoyancy water overflowing from the buoyancy bucket 1-1 and the second buoyancy bucket 1-2, the buoyancy water compartment in the second buoyancy bucket 1-2 is discharged into the negative first buoyancy bucket 1-1-1 and the negative one Lift bucket
  • the buoyancy water compartment in the first stage buoyancy bucket 1-1 is discharged into the negative secondary buoyancy bucket 1-2-1 and the negative secondary lift bucket 2-2-1, through the compartment row Into the negative N-stage buoyancy bucket and lifting bucket; the buoyancy water generated by the water in the negative buoyancy bucket lifts the water of the negative-level lifting bucket to the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1,
  • the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1 are further upgraded to the second-stage buoyancy bucket 1-2 and the second-stage lifting bucket 2-2, and are sequentially raised upwards to the set hydroelectric height, negative
  • the last remaining tail water of the N stage can be pumped into the lake pond by a water pump or discharged downstream along the river, and the others are the same as in the first embodiment.
  • the embodiment is characterized in that: the fixed high wall 4 is further provided with a multi-stage buoyancy bucket 1 and a multi-stage lifting bucket 2 which are separately supplied by the negative-stage buoyancy bucket and the negative-grade lifting bucket.
  • the water in the negative-stage buoyancy bucket and the negative-stage lifting bucket is separately supplied to the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1, and is upgraded by the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 1-1.
  • barrel 2-1 is further upgraded to the second-stage buoyancy bucket 1-2 and the second-stage lift bucket 2-2, and is further upgraded from the second-stage buoyancy bucket 1-2 and the second-stage lift bucket 2-2 to the third-stage buoyancy bucket
  • the 1-3 and the third-stage lifting buckets 2-3 are sequentially raised upwards to the set hydroelectric height. Other features are the same as in the second embodiment.
  • the following is a hydroelectric power generation system using the present invention.
  • a pond with an area of more than 50 square kilometers and a water depth of more than 3 meters.
  • Dig a 30-meter-deep pit on one side of the pond, gradually narrowing from top to bottom, and the bottom is 10 meters wide.
  • An arc-shaped fixed high wall 4 is built, and the wall is provided to the inner side of the pond.
  • the fixed high wall 4 is divided into upper and lower walls.
  • the upper wall has a height of 12 meters, a length of 600 to 800 meters, and a thickness of 1
  • the meter is set at 2 meters below the bottom of the pond.
  • the depth of the lower wall is 36 meters and the width gradually becomes 10 meters.
  • a funnel-shaped reservoir is built on the top of the fixed high wall 4.
  • the funnel is 12 meters away from the water level of the pond.
  • the reservoir has a volume of 800 to 1000 cubic meters.
  • Each buoyancy bucket has a height of 3 meters, an inner diameter of 1.6 meters, and a volume of 6 cubic meters.
  • the height of each lifting bucket is 0. 7 meters, the diameter is 1.48 meters, the weight is 50 kilograms, and its volume is 1. 2033 cubic meters, equal to 1. 2033 tons of water, which is upgraded to superior buoyancy bucket and lifting bucket.
  • the hoisting device provided 1.2033 tons of water.
  • the volume of each cylindrical float is
  • the 31 cubic meters is the volume of the water channel formed by the buoyancy barrel 1 and the float 3, the 0.31 cubic meters is equal to 0.31 tons of water.
  • the volume of the float is 0. 8 m3, and the volume of the float is 0. 8 m3.
  • the volume of the drift of 0. 8 m is 1.45 m3.
  • the Hutang Water 10 When the Hutang Water 10 is filled into the lifting bucket 2, 1. 2033 tons of water is injected into the buoyancy bucket 1 as a portion of the water, and 4. 4132 tons of water, 4.8142 tons of water in the buoyancy bucket 1 0. 31 into the buoyancy bucket 1 and float 3 of the water channel, 1 m of the float 3 of which 0. 8 meters is close to all draft, the buoyancy bucket 1 meter deep volume is 2. 0096 cubic meters, that is, half a meter can be loaded 1 Tons of water. In the 4.132 tons of water injected into the buoyancy bucket, 0. 317 tons of water have been occupied, and the remaining 4, 5032 tons of water are combined under the bottom of the float, and the float 3 and the 1.2333 tons of water in the lifting bucket 2 are combined.
  • the entire large floating object has floated up.
  • the 1 meter high of 2516 meters plus float 3 is 3.2516 meters, which meets the requirements for water injection from the upper lifting bucket.
  • Buoyancy water The horizontal line is slightly above 2 meters, that is, 2.2516 meters.
  • each water lifting point can carry out the lifting action after receiving five parts of water, that is, 4 parts of buoyancy water to raise a lifting water.
  • the buoyancy water should be retreated to the lower level, as "five liters and one retreat four".
  • the buoyant water When the buoyant water is discharged to the negative level, 4 parts of water is left in each buoyancy bucket, and five water is required for one water lifting point of the negative level, and five buoyancy barrels are required to supply water to the four water lifting points of the negative level, so it can be used as "five Four changes to four five".
  • the water of the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1 is specially made by the lake pond water 10 Provided; the top of the first-stage lifting bucket 2-1 is at a water line of 1 meter deep in the lake pond, and the second-stage buoyancy bucket 1-2 is 1 meter higher than the first-stage buoyancy bucket 1-1, third and fourth ...
  • the 12th grade is 1 meter high in height, and adopts the method of "five liters and one retreat four" to form a 50-string water lifting device, and the water ladder is sent to the height required for power generation.
  • the lower part of the first stage is a negative level
  • the second level of buoyancy water is discharged to the lower level of the lifting bucket and the buoyancy bucket by the method of "five four to four four".
  • the buoyancy water compartment is discharged to the lower secondary lift bucket and buoyancy bucket.
  • there are 40 water lifting points in the negative level and a multi-stage buoyancy barrel 1 and a multi-stage lifting barrel 2 corresponding to the number of buoyancy barrels of the negative level are also installed on the wall, and the 40 water lifting points adopt "five"
  • the way to rise and retreat is to send the water to the height of power generation.
  • a multi-stage buoyancy bucket 1 and a multi-stage lifting bucket 2 corresponding to the number of negative secondary buoyancy buckets are installed on the wall, and 40 water lifting points of the negative secondary are also adopted with "five liters and one retreat four".
  • the negative first stage and the negative second stage use the "five four changes four four" way to the lower level to the negative three level and the negative four levels, so that the negative three and negative four levels become 32 water lifting points, so that It became the height of two 32-string water lifting devices to send water up the ladder to the power generation point.
  • Hutang Water 10 first injects 1 part of 1.2033 tons of water into the first stage lifting bucket 2-1, and then injects 4 parts into the first stage buoyancy barrel 1_1, a total of 4. 8132 tons of water, in the process, the first The level lifting bucket 2-1 is continuously improved.
  • the water level sensor detects that the water level information is transmitted to the control device, and the first level lifting bucket 2-1 is opened by the control device.
  • the water inlet switch of the drain switch and the second-stage lifting bucket 2-2, the first-stage lifting bucket 2-1 injects a water into the second-stage lifting bucket 2-2 at a speed of 200 kg per second, realizing the first stage Upgrade.
  • the 4.132 tons of buoyancy water in the first stage buoyancy bucket 1-1 is injected into the negative secondary lifting bucket 2-2-1 at a rate of 200 kilograms per second, and then Refill the negative secondary buoyancy bucket 1-2-1, the first stage of buoyancy bucket 1-1
  • the lake pond water is injected into the first-stage lifting bucket 2-1 to inject 1 part of water, and the first-stage buoyancy bucket 1-1 is filled with 4 parts of water.
  • the above steps are repeated, and the first-stage lifting bucket 2- 1 5 times of water is added to the second-stage lifting bucket 2-2, 5 parts of water, 4 of which water flows into the second-stage buoyancy bucket 1-2, when the second-stage buoyancy bucket 1-2 is filled with 4.
  • the control device opens the drain switch of the second-stage lifting bucket 2-2 and the water inlet switch of the third-stage lifting bucket 2-3, and the second-stage lifting bucket 2-2 goes to the third level at a speed of 200 kg per second.
  • the lifting bucket 2-3 injects a piece of water to achieve a second level of lifting.
  • the 4. 8132 tons of buoyancy water in the second stage buoyancy bucket 1-2 is first injected into the negative first lifting bucket 2-1-1 at a rate of 200 kilograms per second, and then Refilling the negative first stage buoyancy barrel 1-1-1; after the buoyancy water in the second stage buoyancy barrel 1-2 is released, the first stage lifting barrel 2-1 is further injected into the second stage lifting barrel 2-2, The secondary lifting bucket 2-2 receives the fifth release of the first-stage lifting bucket 2-1 again, and the second-stage lifting bucket 2-2 again injects a water into the third-stage lifting bucket 2-3, repeating the above steps, The second lifting bucket 2-2 is upgraded five times to the third level lifting bucket 2-3 to inject five parts of water, of which 4 parts of water flow into the third stage buoyancy barrel 1-3, when the third stage buoyancy barrel 1-3 When 4,132 tons of water is filled, the control device opens the drain switch of the third-stage lifting bucket 2-3 and the water inlet switch of the fourth-stage lifting bucket 2-4, and the third-stage lifting
  • the 4. 8132 tons of buoyancy water in the third-stage buoyancy bucket 1-3 flows into the lake pond; the second-stage lifting bucket 2-2 goes to the third-stage lifting bucket 2- 3 water injection, the third-stage lifting bucket 2-3 receives the fifth release of the second-stage lifting bucket 1-2 again, and the third-stage lifting bucket 2-3 injects a water into the fourth-stage lifting bucket 2-4 again.
  • the fourth promotion Repeat the above steps until the completion of the 10th level upgrade to feed the pond water 10 into the reservoir 5 at the top of the fixed high wall 4.
  • the negative buoyancy bucket and the negative lift bucket adopt the positive buoyancy bucket and the lifting bucket lifting method, and the buoyancy generated by the water in the negative N-stage buoyancy bucket raises the water in the negative N-class lifting bucket to the negative first-level lifting step by step.
  • the barrel 2-1-1 and the negative first stage buoyancy barrel 1-1-1, and then the first stage buoyancy barrel 1-1 and the first stage lifting barrel 2-1 are filled with water by the negative stage lifting barrel 2-1-1,
  • the first stage buoyancy bucket 1-1 and the first stage lift bucket 2-1 are further upgraded to the second stage buoyancy bucket 1-2 and the second stage lift bucket 2-1, and are sequentially raised up to the set power generation level.
  • the water in the reservoir 5 falls into the lake pond.
  • the falling water flows against the hydroelectric generator to generate electricity.
  • the water falling into the pond is lifted again into the reservoir 5 through the buoyancy bucket 1 and the lifting bucket 2, thereby realizing the circulating hydropower generation. .
  • the lifting device consisting of the 436-string buoyancy bucket and the lifting bucket requires half a minute to inject five parts of water into the buoyancy bucket 1 and the lifting bucket 2, and half a minute to release 5 parts of water, so it takes 1 minute to complete a lifting operation. 5, 5,5,388 tons of water, 524.68 tons of water per minute, 520 parts of water per minute, 524.68 tons of water per minute, when the 436-string lifting device is lifted to the reservoir. 7 ⁇ / ⁇ The water flow rate is 8.7 tons / sec.
  • the remaining power generation is: 751.
  • 0536kw-18kw 733.
  • 0536kw the remaining power generation is:
  • the characteristics of this embodiment are: using seawater to generate electricity, constructing a fixed high wall 4 in the bay, and constructing a lower drainage ditch to utilize tidal power generation.
  • the hydroelectric power generation method is as follows: At high tide, seawater flows into the first stage buoyancy bucket 1-1 And in the first-stage lifting bucket 2-1, the seawater in the first-stage lifting bucket 2-1 is lifted to the second-stage lifting bucket 2-2 and the second-stage by the buoyancy generated by the seawater in the first-stage buoyancy bucket 1-1 In the buoyancy bucket 1-2, the buoyancy generated by the seawater in the second-stage buoyancy bucket 1-2 lifts the seawater in the second-stage lifting bucket 2-2 to the third-stage lifting bucket 2-3 and the third-stage buoyancy bucket 1-3 Thereafter, the above steps are repeated until the set power generation height is reached, and at the time of low tide, the buoyancy water in the first stage buoyancy bucket 1-1 and the second stage buoyancy bucket 1-2 is discharged into the sea through the drain. Other features are the same as in the specific
  • the present embodiment is characterized in that artificially manufactured ponds are used, and artificial ponds are used for circulating hydroelectric power generation, and the others are the same as those of the specific embodiment 2 or the specific embodiment 3.
  • the characteristics of this embodiment are: using river water to generate electricity, the Shunjiang River has a wall and a lower drainage ditch.
  • the river water flows into the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2 outside the wall.
  • the first-stage lifting bucket 2-1 inner river water is lifted into the second-stage lifting bucket 2-2 and the second-stage buoyancy bucket 1-2 by the buoyancy generated by the inner-stage buoyancy bucket 1-1 inner river water.
  • the buoyancy generated by the inner-stage buoyancy bucket 1-2 inner river water raises the inner-stage lifting bucket 2-2 inner river water to the third-stage lifting bucket 2-3 and the third-stage buoyancy bucket 1-3, the first-stage buoyancy bucket
  • the buoyant water in the 1-1 and second stage buoyancy buckets 1-2 flows into the drain, and the above steps are repeated until the set power generation height is reached and sent to the downstream river channel through the drain.

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Abstract

Disclosed is a method for circulatory hydroelectric generation by using buoyancy series water lifting. A buoyancy lifting apparatus formed by series connection of multiple stages of buoyancy buckets and lifting baskets is provided, water is lifted to a set hydroelectric generation height by the aid of buoyancy by using the buoyancy lifting apparatus, so as to realize hydroelectric generation; lake and pond water, river water or seawater flows into the multiple stages of lifting baskets and buoyancy buckets in sequence, the water is lifted to the set hydroelectric generation height step by step by depending on the buoyancy thereof by means of forming series multi-stage lifting, and the lake and pond water, river water or seawater is lifted to the hydroelectric generation height finally; on/off states of a water discharge switch and a water inlet switch of the buoyancy bucket and the lifting bucket of each stage are controlled by using a control apparatus; the water lifted to the set height falls into lakes and ponds, rivers or sea areas again to realize circulatory hydroelectric generation. In the present invention, other mechanical power is not required, and dams need not to be built, and accordingly, the method does not cause any influences on the surroundings, and needs low building cost and has a wide application range.

Description

利用浮力串联提升水的循环水力发电方法及系统  Cyclic hydropower generation method and system using buoyancy series lifting water
技术领域 Technical field
本发明涉及一种利用浮力串联提升水的循环水力发电方法及系统, 属于水力发电技术 领域。  The invention relates to a circulating hydropower generation method and system for lifting water in series by buoyancy, belonging to the technical field of hydropower generation.
背景技术 Background technique
水力发电是利用水的落差冲击叶片发电,将势能转换为电能。水力发电属于清洁能源, 不会产生二氧化碳污染环境,因此国家提倡发展水利发电。水力发电量的大小,与水流量、 水落差等密切相关, 水流量大、 水落差大, 即装机容量大, 发电量就大。 现有技术中, 为 了实现水流量大、 落差大, 需要修建大型水利大坝蓄水发电。 但是, 修建大型水利大坝蓄 水, 实际上是将自然水流拦截, 一方面需要淹没大量土地以构成蓄水库, 另一方面拦截水 流后, 对下游的生态环境会造成一定的影响, 如下游出现干旱或洪灾等, 第三方面是修建 大型水利大坝需要耗费大量人力、 物力和财力, 投入成本太高。  Hydroelectric power uses the drop of water to impact the blades to generate electricity and convert potential energy into electrical energy. Hydropower is a clean energy source and does not generate carbon dioxide to pollute the environment. Therefore, the state advocates the development of hydropower. The amount of hydropower generation is closely related to water flow, water drop, etc. The water flow is large and the water drop is large, that is, the installed capacity is large and the power generation is large. In the prior art, in order to achieve a large water flow rate and a large drop, it is necessary to construct a large-scale water conservancy dam for water storage and power generation. However, the construction of large-scale water conservancy dams actually intercepts the natural water flow. On the one hand, it needs to inundate a large amount of land to form a reservoir. On the other hand, intercepting the water flow will have certain impact on the downstream ecological environment, such as downstream. In the case of drought or flooding, the third aspect is that it takes a lot of manpower, material and financial resources to build a large water conservancy dam, and the input cost is too high.
发明内容 Summary of the invention
本发明的目的之一, 是为了克服现有技术建坝蓄水对下游造成的灾害及建设成本高的 缺陷, 提供一种利用浮力串联提升水的循环水力发电方法, 利用水的浮力将水提升到一定 高度,然后下落形成水流落差进行水利发电,再利用水的浮力将水提升至一定高度再下落, 该方法能够重复利用水资源实现循环式水利发电。  One of the objects of the present invention is to overcome the shortcomings of the prior art dam dam storage and the high construction cost, and to provide a circulating hydroelectric power generation method using buoyancy series to raise water, and use the buoyancy of water to raise the water. At a certain height, then falling to form a water flow drop for hydroelectric power generation, and then using the buoyancy of water to raise the water to a certain height and then fall, this method can reuse water resources to achieve circular hydropower generation.
本发明的目的之二, 是为提供一种利用浮力串联提升水的循环水力发电系统, 该系统 结构简单, 不用修建栏坝也能够将水提升到一定高度形成水流落差, 因此不会对下游生态 环境造成影响, 还能减少水利发电工程的建设成本。  The second object of the present invention is to provide a circulating hydropower system that uses buoyancy to increase water in series. The system has a simple structure, and it is possible to raise the water to a certain height without forming a dam, thereby forming a water flow drop, and thus does not affect the downstream ecology. The impact of the environment can also reduce the construction cost of hydropower projects.
本发明的目的之一可以通过以下技术方案实现:  One of the objects of the present invention can be achieved by the following technical solutions:
利用浮力串联提升水的循环水力发电方法, 设置由多级浮力桶和提升桶串联构成的浮 力提升装置, 由所述浮力提升装置利用浮力自动将水提升至设定水力发电高度, 实现水力 发电, 具体步骤如下;  A circulating hydroelectric power generation method using buoyancy series lifting water, a buoyancy lifting device composed of a multi-stage buoyancy bucket and a lifting bucket in series is arranged, and the buoyancy lifting device automatically raises water to a set hydroelectric power level by buoyancy to realize hydroelectric power generation. Specific steps are as follows;
1 ) 将湖塘水、 江河水或海水依次流入第一级提升桶和第一级浮力桶, 第一级浮力桶 的水产生浮力将第一级提升桶提升至设定高度, 实现第一级提升;  1) The lake pond water, river water or seawater flows into the first-stage lifting bucket and the first-stage buoyancy bucket in turn, and the water of the first-stage buoyancy bucket generates buoyancy to raise the first-stage lifting bucket to the set height, achieving the first level. Upgrade
2 ) 将步骤 1 ) 提升后第一级提升桶内装的水依次流入第二级提升桶和第二级浮力桶, 第二级浮力桶的水产生浮力将第二级提升桶提升至设定高度, 实现第二级提升;  2) After step 1), the water in the first-stage lifting bucket is sequentially flowed into the second-stage lifting bucket and the second-stage buoyancy bucket, and the water of the second-stage buoyancy bucket generates buoyancy to raise the second-stage lifting bucket to the set height. , achieving a second level of promotion;
3) 将步骤 2) 提升后第二级提升桶的水再依次流入第三级提升桶和第三级浮力桶, 第 三级浮力桶的水产生浮力将第三级提升桶提升至设定高度, 实现第三级提升; 依此类推, 实现第三级提升及第三级以上提升后提升桶内的水依次流入上一级提升桶 和上一级浮力桶, 形成串联式多级提升, 实现依靠水的浮力逐级将水提升到设定水力发电 高度, 最终将湖塘水、 江河水或海水提升至设定发电高度; 通过控制装置控制各级浮力桶 和提升桶的排水开关和进水开关的开启 /关闭状态; 提升至设定高度的水再下落入湖塘、 江河或海域实现循环式水力发电。 3) After step 2), the water of the second-stage lifting bucket is sequentially flowed into the third-stage lifting bucket and the third-stage buoyancy bucket, The water of the third-stage buoyancy bucket generates buoyancy to raise the third-stage lifting bucket to the set height to achieve the third-level lifting; and so on, after the third-level lifting and the third-level lifting, the water in the lifting bucket flows in sequence. The first-stage lifting bucket and the upper-stage buoyancy bucket form a series-type multi-stage lifting, which realizes that the water is raised to the set hydropower level step by step by the buoyancy of water, and finally the lake pond water, river water or seawater is raised to set power generation. Height; The opening/closing state of the drain switch and the water inlet switch of the buoyancy bucket and the lifting bucket of each level is controlled by the control device; the water raised to the set height is then dropped into the pond, river or sea area to realize the circulating hydropower generation.
本发明的目的之一还可以通过以下技术方案实现:  One of the objects of the present invention can also be achieved by the following technical solutions:
进一步地: 所述多级浮力桶内的水称为浮力水, 多级浮力桶内的浮力水隔级排入下级 浮力桶内, 作为下级浮力桶的浮力水, 第三级浮力桶内的浮力水排入湖塘、 江河或海域。  Further, the water in the multi-stage buoyancy bucket is called buoyancy water, and the buoyancy water compartment in the multi-stage buoyancy bucket is discharged into the lower buoyancy bucket, as the buoyancy water of the lower buoyancy bucket, and the buoyancy in the third-stage buoyancy bucket Water is discharged into lakes, rivers or sea areas.
进一步地: 在第一级浮力桶和第一级提升桶之下设置负级浮力桶和负级提升桶, 利用 负级浮力桶和负级提升桶收集第一级浮力桶和第二级浮力桶溢出的浮力水, 第二级浮力桶 内的浮力水隔级排入负一级浮力桶和负一级提升桶内; 第一级浮力桶内的浮力水隔级排入 负二级浮力桶和负二级提升桶内, 通过隔级排入直到负 N级浮力桶和提升桶; 负级浮力桶 内水产生的浮力水将负级提升桶的水提升至第一级浮力桶和第一级提升桶, 由第一级浮力 桶和第一级提升桶再提升至第二级浮力桶和第二级提升桶, 依次逐级向上提升至设定水力 发电高度。  Further: a negative buoyancy bucket and a negative lifting bucket are disposed under the first stage buoyancy bucket and the first stage lifting bucket, and the first stage buoyancy barrel and the second stage buoyancy barrel are collected by the negative stage buoyancy barrel and the negative stage lifting barrel The buoyant water overflowing, the buoyancy water compartment in the second-stage buoyancy bucket is discharged into the negative-stage buoyancy bucket and the negative-stage lifting bucket; the buoyancy water compartment in the first-stage buoyancy bucket is discharged into the negative secondary buoyancy bucket and The negative secondary lifting bucket is discharged through the partition until the negative N-stage buoyancy bucket and the lifting bucket; the buoyant water generated by the water in the negative-level buoyancy bucket lifts the water of the negative-level lifting bucket to the first-stage buoyancy bucket and the first-stage The lifting bucket is upgraded from the first-stage buoyancy bucket and the first-stage lifting bucket to the second-stage buoyancy bucket and the second-stage lifting bucket, and is sequentially raised upwards to the set hydropower height.
本发明的目的之二可以通过以下技术方案实现:  The second object of the present invention can be achieved by the following technical solutions:
利用浮力串联提升水的循环水力发电系统, 在湖塘、 江河或海边设置固定高墙, 在固 定高墙的顶部设有蓄水池, 在固定高墙的下部设有水力发电机, 在固定高墙上设置由多级 浮力桶和提升桶串联构成的浮力提升装置, 浮力提升装置的浮力桶和提升桶呈阶梯状分布 设置,所述提升桶设置在浮力桶内、形成每个浮力桶配置一个提升桶,形成一个水提升点, 通过多级水提升点构成串联式提升结构, 上、 下级浮力桶和上、 下级提升桶之间通过管道 相连, 在所述管道上设有进水开关和排水开关, 所述进水开关和排水开关的控制输入端连 接控制装置的输出端。  A circulating hydroelectric system that uses buoyancy to increase water in series, a fixed high wall at the lake pond, river or seaside, a reservoir at the top of the fixed high wall, and a hydroelectric generator at the lower part of the fixed high wall. The buoyancy lifting device is composed of a multi-stage buoyancy bucket and a lifting bucket connected in series, and the buoyancy bucket and the lifting bucket of the buoyancy lifting device are arranged in a stepped manner, and the lifting bucket is arranged in the buoyancy bucket to form one buoyancy bucket configuration. Lifting the bucket to form a water lifting point, forming a series lifting structure through the multi-stage water lifting point, and connecting the upper and lower buoyancy buckets and the upper and lower lifting buckets through a pipeline, wherein the pipeline is provided with a water inlet switch and drainage The switch, the control input of the water inlet switch and the drain switch is connected to the output of the control device.
本发明的目的之二还可以通过以下技术方案实现:  The second object of the present invention can also be achieved by the following technical solutions:
进一步地: 还包括若干串负级浮力桶和提升桶, 在固定高墙的底部设有坑体, 固定高 墙沿坑体向下延伸形成下部墙体, 在下部墙体设有负级浮力桶和负级提升桶; 多级浮力桶 包括第一级浮力桶、 第二级浮力桶、 第三级浮力桶…, 第 N级浮力桶, 多级提升桶包括第 一级提升桶、 第二级提升桶、 第三级提升桶…, 第 N级提升桶; 负级浮力桶和负级提升桶 设置在第一级提升桶和第一级浮力桶下; 所述负级浮力桶和负级提升桶的数量从负一级、 负二级到负 N级隔级依次递减, 呈倒三角形。 进一步地: 所述提升桶底部设有浮漂, 所述浮漂的四周设有多个落水孔, 所述浮漂的 侧面设有多根稳定条, 浮漂通过稳定条抵在浮力桶内壁, 防止提升桶晃动。 Further, the utility model further comprises: a plurality of negative-level buoyancy buckets and lifting buckets, wherein a pit body is arranged at the bottom of the fixed high wall, the fixed high wall extends downward along the pit body to form a lower wall body, and the lower wall body is provided with a negative-level buoyancy bucket And a negative lifting bucket; the multi-stage buoyancy bucket includes a first-stage buoyancy bucket, a second-stage buoyancy bucket, a third-stage buoyancy bucket..., an N-stage buoyancy bucket, the multi-stage lifting bucket includes a first-stage lifting bucket, and a second-stage Lifting bucket, third-stage lifting bucket..., level N lifting bucket; negative-stage buoyancy bucket and negative-level lifting bucket are disposed under first-stage lifting bucket and first-stage buoyancy bucket; said negative-level buoyancy bucket and negative-level lifting The number of barrels is decreasing from negative level, negative level 2 to negative level N, and is inverted triangle. Further, the bottom of the lifting bucket is provided with a floating float, and a plurality of falling water holes are arranged around the floating float, and a plurality of stable strips are arranged on the side of the floating drift, and the floating float is pressed against the inner wall of the buoyancy bucket through the stabilizing strip to prevent the lifting bucket from shaking .
进一步地: 所述浮力桶的高度是设定每次提升高度的二倍以上, 所述浮力桶与提升桶 的容积比大于或等于 4 : 1。  Further, the height of the buoyancy bucket is set to be more than twice of the height of each lift, and the volume ratio of the buoyancy bucket to the lift bucket is greater than or equal to 4:1.
进一步地: 所述固定高墙采用钢筋混凝土结构, 固定高墙呈弧形或半圆形, 所述固定 高墙和浮力桶上设有挂钩, 浮力桶通过链接固定在固定高墙上。  Further, the fixed high wall adopts a reinforced concrete structure, and the fixed high wall is curved or semicircular, and the fixed high wall and the buoyancy barrel are provided with hooks, and the buoyancy barrel is fixed on the fixed high wall by a link.
进一步地: 还设有水位传感器, 水位传感器设置在浮力桶上, 水位传感器采集水位信 息传递到控制装置, 通过控制装置控制各开关的开启 /关闭; 管道的进水开关和排水开关 采用数控开关。  Further: a water level sensor is further provided, the water level sensor is arranged on the buoyancy barrel, the water level sensor collects the water level information and transmits the information to the control device, and the control device controls the opening/closing of each switch; the water inlet switch and the drain switch of the pipeline adopt a numerical control switch.
进一步地: 所述第一级浮力桶和第一级提升桶设置在最低水位线以下。  Further, the first stage buoyancy bucket and the first stage lifting bucket are disposed below the lowest water level line.
本发明具有如下有益效果:  The invention has the following beneficial effects:
1、 本发明采用浮力桶和提升桶将水提高到一定高度进行水力发电, 具体是通过浮力 桶内浮力水产生的浮力作为提升桶向上提升的动力, 将提升桶内水提升到一定高度, 提升 后的水再流入上级提升桶和浮力桶内进行再次提升, 通过多级提升最终提高到设定发电高 度, 然后再水下落进行水力发电, 下落后的水再次被提升, 不断重复实现了循环式水利发 电。 本发明不需要其他机械动力, 也不需要修筑大坝, 因此不会对周边环境造成任何影响 且建设成本低。 本发明适用范围广, 可以利用江河水、 湖塘水、 海水和涨潮水进行发电。  1. The invention adopts a buoyancy bucket and a lifting bucket to raise water to a certain height for hydroelectric power generation, specifically, the buoyancy generated by buoyancy water in the buoyancy bucket is used as the power for lifting the bucket upward, and the water in the lifting bucket is raised to a certain height, and the lifting is improved. The water then flows into the upper lifting bucket and the buoyancy bucket to be lifted again. After the multi-stage lifting, the water is finally raised to the set power generation height, and then the water drops to hydroelectrically generate electricity. The water behind it is lifted again, and the circulating type is repeatedly repeated. Water power generation. The invention does not require other mechanical power and does not require the construction of a dam, so it does not have any impact on the surrounding environment and the construction cost is low. The invention has wide application range, and can generate electricity by using river water, lake pond water, sea water and high tide water.
2、 本发明通过水位传感器采集水位信息, 然后传递到控制装置, 由控制装置控制各 级浮力桶和提升桶的进水开关和排水开关, 实现了智能化控制。  2. The invention collects the water level information through the water level sensor, and then transmits it to the control device, and the control device controls the water inlet switch and the drain switch of each stage of the buoyancy bucket and the lifting bucket to realize intelligent control.
3、 本发明在提升桶底部设置浮漂, 浮漂侧面设置稳定条, 避免了提升桶在提升过程 中出现晃动, 使每次提升量保持一致, 保障了整个工程的顺利实施。  3. The invention is provided with floating float at the bottom of the lifting bucket, and a stabilizer strip is arranged on the side of the floating float, which avoids the shaking of the lifting bucket during the lifting process, so that the lifting amount is consistent, which ensures the smooth implementation of the whole project.
附图说明 DRAWINGS
图 1是本发明的浮力桶和提升桶结构示意图;  1 is a schematic structural view of a buoyancy bucket and a lifting bucket of the present invention;
图 2是本发明的浮力桶结构示意图;  2 is a schematic structural view of a buoyancy bucket of the present invention;
图 3是本发明的提升桶结构示意图;  3 is a schematic structural view of a lifting bucket of the present invention;
图 4是本发明的浮漂结构示意图;  Figure 4 is a schematic view of the float structure of the present invention;
图 5是本发明具体实施例 3中多级浮力桶和提升桶布置结构示意图;  Figure 5 is a schematic view showing the arrangement structure of the multi-stage buoyancy bucket and the lifting bucket in the third embodiment of the present invention;
图 6是本发明具体实施例 3中浮力桶和提升桶的布置结构示意图。  Fig. 6 is a schematic view showing the arrangement structure of a buoyancy bucket and a lifting bucket in a specific embodiment 3 of the present invention.
具体实施方式 detailed description
下面结合附图对本发明作进一步的说明。  The invention will now be further described with reference to the accompanying drawings.
具体实施例 1 : 如图 1、 图 2、 图 3和图 4所示一种利用浮力串联提升水的循环水力发电系统, 包括控 制装置, 若干串多级浮力桶 1、 提升桶 2、 浮漂 3、 稳定条 6、 管道、 水位传感器、 排水开 关和进水开关; 在湖塘和江河水位较低的地方挖一条沟壑, 固定高墙 4设置在沟壑处, 固 定高墙 4是采用钢筋混凝土构成的弧形墙或者半圆形墙, 墙体高度视发电落差而定, 固定 高墙 4顶部设有蓄水池 5,蓄水池 5呈漏斗型,固定高墙 4下部接近水面的地方修建栈道, 在栈道上安装水力发电机, 所述水力发电机采用现有轴流式发电机。 在固定高墙 4上设置 由多级浮力桶 1和提升桶 2串联构成的浮力提升装置, 浮力提升装置的浮力桶 1和提升桶 2呈阶梯状分布设置在固定高墙 4上, 多级浮力桶 1包括第一级浮力桶 1-1、 第二级浮力 桶 1-2、 第三级浮力桶 1-3···, 第 N级浮力桶 1-N, 多级提升桶 2包括第一级提升桶 2-1、 第二级提升桶 2-2、 第三级提升桶 2-3···, 第 N级提升桶 2-N; 所述提升桶 2设置在浮力桶 1 内、 、 形成每个浮力桶 1配置一个提升桶 2, 通过多级浮力桶 1和提升桶 2构成串联式 提升结构,多个提升点横向排列为级,阶梯状上下排列为串。每级提升的高度可以是 1米、 1、 5米、 2米或其他, 固定高墙 4和浮力桶 1上设有挂钩, 浮力桶 1通过链条与挂钩的配 合固定在固定高墙 4上; 各级浮力桶 1和提升桶 2的大小、 结构相同, 每个浮力桶 1配置 一个提升桶 2, 浮力桶 1和提升桶 2可选用金属或塑料制作而成, 所述浮力桶 1的高度是 设定每次提升高度的 2部以上, 所述浮力桶 1与提升桶 2的体积比大于 4 : 1 ; 提升桶 2底 部设有浮漂 3, 浮漂 3的四周设有多个落水孔 3-1, 浮漂 3的侧面设有多根稳定条 6, 浮漂 3通过稳定条 6抵在浮力桶 1内壁; 所述第一级浮力桶 1-1和第一提升桶 1-2设置在低于 最低水位线处, 上级浮力桶与下级浮力桶之间通过管道 7相连, 上级提升桶与下级提升桶 之间通过管道 7相连, 管道 7采用软管, 管道 7上设有排水开关和进水开关, 排水开关和 进水开关采用数控开关, 排水开关和进水开关的控制输入端连接控制装置的输出端电连接; 水位传感器设置在浮力桶 1上, 水位传感器与控制装置电连接, 当水位传感器检测到水位 信息后传递到控制装置, 通过控制装置控制各级浮力桶 1和提升桶 2的排水开关和进水开 关的开启 /关闭状态, 通过多级浮力桶 1和提升桶 2构成串联式提升结构。 Specific embodiment 1: As shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4, a circulating hydroelectric power generation system using buoyancy series lifting water, comprising a control device, a plurality of multi-stage buoyancy buckets 1, a lifting bucket 2, a float 3, a stabilizing strip 6, Pipe, water level sensor, drain switch and water inlet switch; dig a gully in the lower water level of the lake pond and river, the fixed high wall 4 is placed at the gully, and the fixed high wall 4 is a curved wall or half made of reinforced concrete. The circular wall, the height of the wall depends on the power generation drop. The top of the fixed high wall 4 is provided with a reservoir 5, which is a funnel type. The lower part of the fixed high wall 4 is close to the water surface to construct a plank road, and the water is installed on the plank road. A generator, the hydroelectric generator using an existing axial flow generator. A buoyancy lifting device consisting of a multi-stage buoyancy bucket 1 and a lifting bucket 2 connected in series is arranged on the fixed high wall 4, and the buoyancy bucket 1 and the lifting bucket 2 of the buoyancy lifting device are arranged in a stepped manner on the fixed high wall 4, multi-stage buoyancy The bucket 1 includes a first-stage buoyancy bucket 1-1, a second-stage buoyancy bucket 1-2, a third-stage buoyancy bucket 1-3, and an N-stage buoyancy bucket 1-N, and the multi-stage lift bucket 2 includes the first Level lifting bucket 2-1, second lifting bucket 2-2, third lifting bucket 2-3···, Nth lifting bucket 2-N; the lifting bucket 2 is disposed in the buoyancy bucket 1 Each of the buoyancy buckets 1 is formed with a lifting bucket 2, and the multi-stage buoyancy bucket 1 and the lifting bucket 2 form a series lifting structure, and the plurality of lifting points are horizontally arranged in stages, and the stepped shapes are arranged in a string. The height of each level of lifting can be 1 meter, 1, 5 meters, 2 meters or other. The fixed high wall 4 and the buoyancy barrel 1 are provided with hooks, and the buoyancy barrel 1 is fixed on the fixed high wall 4 by the cooperation of the chain and the hook; The buoyancy bucket 1 and the lifting bucket 2 of each level are the same in size and structure. Each buoyancy bucket 1 is provided with a lifting bucket 2, and the buoyancy bucket 1 and the lifting bucket 2 are made of metal or plastic, and the height of the buoyancy bucket 1 is The volume ratio of the buoyancy bucket 1 to the lift bucket 2 is set to be greater than 4:1; the float bucket 3 is provided at the bottom of the lift bucket 2, and a plurality of water drain holes 3-1 are arranged around the float 3 a plurality of stabilizer strips 6 are disposed on the side of the float 3, and the float 3 is pressed against the inner wall of the buoyancy bucket 1 through the stabilizer strips 6; the first stage buoyancy bucket 1-1 and the first lift bucket 1-2 are set below the minimum water level At the line, the upper buoyancy bucket is connected to the lower buoyancy bucket through the pipeline 7, and the upper lift bucket is connected to the lower lift bucket through the pipeline 7, the pipeline 7 is provided with a hose, and the pipeline 7 is provided with a drain switch and a water inlet switch, drainage The switch and the water inlet switch adopt the control of the digital control switch, the drain switch and the water inlet switch. The input end is connected to the output of the control device to be electrically connected; the water level sensor is arranged on the buoyancy barrel 1, and the water level sensor is electrically connected with the control device. When the water level sensor detects the water level information, it is transmitted to the control device, and the buoyancy bucket of each level is controlled by the control device. And the opening/closing state of the drain switch and the water inlet switch of the lifting tub 2, and the series lifting structure is constituted by the multi-stage buoyancy bucket 1 and the lifting tub 2.
利用浮力串联提升水的循环水力发电方法, 设置由多级浮力桶 1和提升桶 2串联构成的 浮力提升装置, 由所述浮力提升装置利用浮力自动将水提升至设定水力发电高度, 实现水 力发电, 所述多级浮力桶 1内的水称为浮力水, 多级浮力桶 1内的浮力水隔级排入下级浮力 桶内, 作为下级浮力桶的浮力水。 湖塘水、 江河水或海水在全系统只为第一级浮力桶 1-1 和第一级提升桶 1-2提供水。 第三级浮力桶 1-3内的浮力水排入湖塘、 江河或海域。 具体步 骤如下;  A circulating hydroelectric power generation method using buoyancy series lifting water, a buoyancy lifting device comprising a multi-stage buoyancy bucket 1 and a lifting bucket 2 connected in series, wherein the buoyancy lifting device automatically raises water to a set hydroelectric height by buoyancy to realize hydraulic power In the power generation, the water in the multi-stage buoyancy bucket 1 is called buoyancy water, and the buoyancy water compartment in the multi-stage buoyancy bucket 1 is discharged into the lower buoyancy bucket as the buoyancy water of the lower buoyancy bucket. Hutang water, river water or sea water only supplies water for the first stage buoyancy bucket 1-1 and the first stage lift bucket 1-2 throughout the system. The buoyancy water in the third stage buoyancy bucket 1-3 is discharged into the pond, river or sea area. Specific steps are as follows;
1 ) 将湖塘水、 江河水依次流入第一级提升桶 2-1和第一级浮力桶 1-1, 第一级浮力桶 1- 1的水产生浮力将第一级提升桶 2-1提升至设定高度, 实现第一级提升; 1) The lake pond water and the river water are sequentially flowed into the first-stage lifting bucket 2-1 and the first-stage buoyancy bucket 1-1, the first-stage buoyancy bucket The water of 1- 1 generates buoyancy to raise the first stage lifting bucket 2-1 to the set height to achieve the first level lifting;
2 ) 将步骤 1 ) 提升后第一级提升桶 2-1内装的水依次流入第二级提升桶 2-2和第二级浮 力桶 1-2, 第二级浮力桶 1-2的水产生浮力将第二级提升桶 2-2提升至设定高度, 实现第二 级提升;  2) After the step 1) is lifted, the water in the first-stage lifting bucket 2-1 is sequentially flowed into the second-stage lifting bucket 2-2 and the second-stage buoyancy bucket 1-2, and the water of the second-stage buoyancy bucket 1-2 is generated. The buoyancy raises the second stage lifting bucket 2-2 to the set height to achieve the second level lifting;
3 ) 将步骤 2) 提升后第二级提升桶 2-2的水再依次流入第三级提升桶 2-3和第三级浮力 桶 1-3, 第三级浮力桶 1-3的水产生浮力将第三级提升桶 2-3提升至设定高度, 实现第三级 提升;  3) After the step 2) is lifted, the water of the second-stage lifting bucket 2-2 is sequentially flowed into the third-stage lifting bucket 2-3 and the third-stage buoyancy bucket 1-3, and the water of the third-stage buoyancy bucket 1-3 is generated. The buoyancy raises the third-stage lifting bucket 2-3 to the set height to achieve the third-level lifting;
依此类推, 实现第三级提升及第三级以上提升后提升桶内的水依次流入上一级提升桶 和上一级浮力桶, 形成串联式多级提升, 实现依靠水的浮力逐级将水提升到设定水力发电 高度, 最终将湖塘水或江河水提升至设定发电高度; 通过控制装置控制各级浮力桶 1和提 升桶 2的排水开关和进水开关的开启 /关闭状态; 提升至设定高度的水再下落入湖塘或江河 实现循环式水力发电。  By analogy, after the third-level lifting and the third-level or higher lifting, the water in the lifting bucket flows into the upper lifting bucket and the upper-level buoyancy bucket in turn, forming a series multi-stage lifting, realizing the buoyancy depending on the water step by step. The water is raised to the set hydroelectric power level, and finally the lake pond water or the river water is raised to the set power generation height; the opening/closing state of the drain switch and the water inlet switch of the buoyancy bucket 1 and the lifting bucket 2 of each level is controlled by the control device; The water raised to the set height falls into the pond or river to realize circular hydropower.
具体实施例 2  Specific embodiment 2
本实施例的特点是: 还包括若干串负级浮力桶和提升桶, 在固定高墙 4的底部设有坑 体, 固定高墙 4沿坑体向下延伸形成下部墙体,在下部墙体设有负级浮力桶和负级提升桶; 负级浮力桶和负级提升桶设置在第一级提升桶 2-1和第一级浮力桶 1-1下; 所述负级浮力桶 和负级提升桶的数量从负一级、 负二级到负 N级隔级依次递减, 呈倒三角形, 负 N级时只剩 一个浮力桶和提升桶或只有少部分尾水。  The embodiment is characterized in that: a plurality of series of negative-level buoyancy buckets and lifting buckets are further included, and a pit body is arranged at the bottom of the fixed high wall 4, and the fixed high wall 4 extends downward along the pit body to form a lower wall body, and the lower wall body a negative-stage buoyancy barrel and a negative-level lifting barrel are provided; the negative-stage buoyancy barrel and the negative-stage lifting barrel are disposed under the first-stage lifting barrel 2-1 and the first-stage buoyancy barrel 1-1; the negative-level buoyancy barrel and the negative The number of lifting buckets is decreasing from negative first level to negative second level to negative N level, which is inverted triangle. When there is negative N level, only one buoyancy bucket and lifting bucket or only a small amount of tail water remain.
该水力发电方法如下: 在第一级浮力桶 1-1和第一级提升桶 2-1之下设置负级浮力桶和 负级提升桶, 利用负级浮力桶和负级提升桶收集第一级浮力桶 1-1和第二级浮力桶 1-2溢出 的浮力水, 第二级浮力桶 1-2内的浮力水隔级排入负一级浮力桶 1-1-1和负一级提升桶 The hydroelectric power generation method is as follows: a negative buoyancy bucket and a negative lift bucket are disposed under the first stage buoyancy bucket 1-1 and the first stage lift bucket 2-1, and the first stage is collected by the negative buoyancy bucket and the negative lift bucket. The buoyancy water overflowing from the buoyancy bucket 1-1 and the second buoyancy bucket 1-2, the buoyancy water compartment in the second buoyancy bucket 1-2 is discharged into the negative first buoyancy bucket 1-1-1 and the negative one Lift bucket
2- 1-1内; 第一级浮力桶 1-1内的浮力水隔级排入负二级浮力桶 1-2-1和负二级提升桶 2-2-1 内, 通过隔级排入直到负 N级浮力桶和提升桶; 负级浮力桶内水产生的浮力水将负级提升 桶的水提升至第一级浮力桶 1-1和第一级提升桶 2-1, 由第一级浮力桶 1-1和第一级提升桶 2-1再提升至第二级浮力桶 1-2和第二级提升桶 2-2, 依次逐级向上提升至设定水力发电高 度, 负 N级最后剩余的尾水可以采用抽水机抽入入湖塘, 或者顺着江河排向下游, 其他与 具体实施例 1相同。 Within 2-1-1; the buoyancy water compartment in the first stage buoyancy bucket 1-1 is discharged into the negative secondary buoyancy bucket 1-2-1 and the negative secondary lift bucket 2-2-1, through the compartment row Into the negative N-stage buoyancy bucket and lifting bucket; the buoyancy water generated by the water in the negative buoyancy bucket lifts the water of the negative-level lifting bucket to the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1, The first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1 are further upgraded to the second-stage buoyancy bucket 1-2 and the second-stage lifting bucket 2-2, and are sequentially raised upwards to the set hydroelectric height, negative The last remaining tail water of the N stage can be pumped into the lake pond by a water pump or discharged downstream along the river, and the others are the same as in the first embodiment.
具体实施例 3:  Specific Example 3:
如图 4和图 5所示, 本实施例的特点是: 所述固定高墙 4上还设有单独由负级浮力桶 和负级提升桶供水的多级浮力桶 1和多级提升桶 2, 负级浮力桶和负级提升桶内的水单独 提供到该第一级浮力桶 1-1和第一级提升桶 2-1内, 由第一级浮力桶 1-1和第一级提升桶 2-1再提升至第二级浮力桶 1-2和第二级提升桶 2-2, 由第二级浮力桶 1-2和第二级提升 桶 2-2再提升至第三级浮力桶 1-3和第三级提升桶 2-3, 依次逐级向上提升至设定水力发 电高度。 其他特征与具体实施例 2相同。 As shown in FIG. 4 and FIG. 5, the embodiment is characterized in that: the fixed high wall 4 is further provided with a multi-stage buoyancy bucket 1 and a multi-stage lifting bucket 2 which are separately supplied by the negative-stage buoyancy bucket and the negative-grade lifting bucket. The water in the negative-stage buoyancy bucket and the negative-stage lifting bucket is separately supplied to the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1, and is upgraded by the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 1-1. barrel 2-1 is further upgraded to the second-stage buoyancy bucket 1-2 and the second-stage lift bucket 2-2, and is further upgraded from the second-stage buoyancy bucket 1-2 and the second-stage lift bucket 2-2 to the third-stage buoyancy bucket The 1-3 and the third-stage lifting buckets 2-3 are sequentially raised upwards to the set hydroelectric height. Other features are the same as in the second embodiment.
下面是某采用本发明的水利发电系统。  The following is a hydroelectric power generation system using the present invention.
选择一面积在 50平方公里以上, 水深在 3米以上的湖塘, 在湖塘的一侧挖一条 30米深的 坑体, 从上到下逐渐变窄, 底部宽为 10米; 在坑体处建立呈弧形的固定高墙 4, 墙供向湖 塘内侧, 固定高墙 4分为上、 下两部分墙体, 上部墙体高度为 12米, 长为 600〜800米, 厚 度为 1米, 设置在低于湖塘底部 2米处, 下部墙体的深度为 36米、 宽度逐渐变为 10米。 固定 高墙 4的顶部修建一个呈漏斗型的蓄水池, 漏斗口距离湖塘水平面位 12米, 蓄水池的体积 为 800〜1000立方米。  Choose a pond with an area of more than 50 square kilometers and a water depth of more than 3 meters. Dig a 30-meter-deep pit on one side of the pond, gradually narrowing from top to bottom, and the bottom is 10 meters wide. An arc-shaped fixed high wall 4 is built, and the wall is provided to the inner side of the pond. The fixed high wall 4 is divided into upper and lower walls. The upper wall has a height of 12 meters, a length of 600 to 800 meters, and a thickness of 1 The meter is set at 2 meters below the bottom of the pond. The depth of the lower wall is 36 meters and the width gradually becomes 10 meters. A funnel-shaped reservoir is built on the top of the fixed high wall 4. The funnel is 12 meters away from the water level of the pond. The reservoir has a volume of 800 to 1000 cubic meters.
每个浮力桶的高度为 3米、 内径为 1. 6米, 其容积为 6立方米。 每个提升桶的高度为 0. 7 米, 直径是 1. 48米, 重量为 50公斤, 其容积为 1. 2033立方米, 等于 1. 2033吨水即每次提升 为上级浮力桶和提升桶构成的提升装置提供 1. 2033吨水。 每个圆柱型浮漂的体积为  Each buoyancy bucket has a height of 3 meters, an inner diameter of 1.6 meters, and a volume of 6 cubic meters. The height of each lifting bucket is 0. 7 meters, the diameter is 1.48 meters, the weight is 50 kilograms, and its volume is 1. 2033 cubic meters, equal to 1. 2033 tons of water, which is upgraded to superior buoyancy bucket and lifting bucket. The hoisting device provided 1.2033 tons of water. The volume of each cylindrical float is
1. 813664立方米, 浮漂呈中空结构, 重量为 50公斤, 高度为 1米, 浮力桶内径大于浮漂直 径 0. 08米, 因此浮漂直径为 1. 52米, 在浮漂 3的四周设置 20个落水孔 3-1, 每个落水孔 3_1 的直径为 80毫米, 20个落水孔的体积是 0. 08立方米, 因此减去落水孔后的浮漂实际的 体 积略大于 1. 37立方米; 0. 8米浮力桶容积是 1. 6立方米减去浮漂 1. 37立方米等于 0. 23立方米, 0. 23立方米加上落水孔 0. 08立方米是 0. 31立方米, 该 0. 31立方米是浮力桶 1与浮漂 3之间形 成的落水通道体积, 该 0. 31立方米等于 0. 31吨水。 因为浮漂吃水不足 0. 8米, 0. 8米长的浮 漂体积是 1. 45立方米, 20个落水孔只有接近 0. 8米处吃水, 所以其体积是 0. 08立方米。 1. 813,664 cubic meters, the float is hollow, the weight is 50 kg, the height is 1 m, the inner diameter of the buoyancy barrel is greater than the float diameter of 0.08 m, so the float diameter is 1.52 m, and 20 water drops are placed around the float 3. The hole 3-1, the diameter of each of the water holes 3_1 is 80 mm, the volume of the 20 water holes is 0. 08 cubic meters, so the actual volume of the float after the drop hole is slightly larger than 1. 37 cubic meters; The volume of the 8 m buoyancy bucket is 1. 6 cubic meters minus the float 1. 37 cubic meters equals 0. 23 cubic meters, 0. 23 cubic meters plus the falling water hole 0. 08 cubic meters is 0. 31 cubic meters, the 0. 31吨水。 The 31 cubic meters is the volume of the water channel formed by the buoyancy barrel 1 and the float 3, the 0.31 cubic meters is equal to 0.31 tons of water. The volume of the float is 0. 8 m3, and the volume of the float is 0. 8 m3. The volume of the drift of 0. 8 m is 1.45 m3.
浮力公式: F浮=G排= P液 gV排  Buoyancy formula: F float = G row = P liquid gV row
当物体漂浮时, F浮=G物, 因浮漂与提升桶各重量相同, 浮漂比提升桶的容量大, 在 水中形成的 F浮大于 G物, 得出如下结论, 要使提升桶 2内的 1. 2033吨水提升 1米时, 因此浮 力桶 1内浮力水的高度大于 2米。  When the object floats, F float = G object, because the float and the lift bucket have the same weight, the float is larger than the lift bucket, and the F float formed in the water is larger than the G object, and the conclusion is as follows, to make the lift bucket 2 1. When 2033 tons of water is lifted by 1 meter, the height of buoyancy water in buoyancy bucket 1 is greater than 2 meters.
当湖塘水 10往提升桶 2内注入 1. 2033吨水, 作为 1份水, 再往浮力桶 1注入四份, 共 4. 8132吨水, 浮力桶 1内的 4. 8132吨水, 其中 0. 31进入浮力桶 1与浮漂 3的落水通道, 1米的 浮漂 3其中 0. 8米已接近全部吃水, 浮力桶 1米深的容积是 2. 0096立方米, 也就是半米可装 1 吨水。 注入浮力桶的 4. 8132吨水中有 0. 317吨水已被占用, 所剩的 4, 5032吨水都在浮漂的 底部下方, 浮漂 3和提升桶 2内的 1. 2033吨水组合成的整个大漂浮物已全部漂浮起来, 这时 的浮漂 3底部距离浮力桶 1底部有: 4. 4032*0. 5=2. 2516米处, 满足提升桶 2内水提升 1米的 要求, 2. 2516米加浮漂 3的 1米高是 3. 2516米, 满足向上级提升桶注入水的要求。 浮力水上 水平线略高于 2米以上处, 也就是 2. 2516米处, 第二级要行使提升功能时, 它的浮力水上 升平线也在 2. 2516米处, 因而第一级提升桶 2-1的底部在 3. 2516米处时, 与第二级的浮力 桶 1-2上水平线持平, 保证了第一级提升桶 2-1给第二级浮力桶 1-2输送的第五桶水完全释 放, 满足向上级提升桶注入水的要求, 所以往提升桶 2注入 1份水, 浮力桶 1注入 4份水就能 满足向上级提升的要求。 因此得出每个水提升点接受五份水后可以实施提升动作即 4份浮 力水提升一份提升水, 完成提升后浮力水要退往下级, 作为 "五升一退四" 。 浮力水往负 级排放时, 每个浮力桶剩 4份水, 而负级一个水提升点需五份水, 需五个浮力桶为负级四 个水提升点供水, 因而可做为 "五个四变四个五" 。 When the Hutang Water 10 is filled into the lifting bucket 2, 1. 2033 tons of water is injected into the buoyancy bucket 1 as a portion of the water, and 4. 4132 tons of water, 4.8142 tons of water in the buoyancy bucket 1 0. 31 into the buoyancy bucket 1 and float 3 of the water channel, 1 m of the float 3 of which 0. 8 meters is close to all draft, the buoyancy bucket 1 meter deep volume is 2. 0096 cubic meters, that is, half a meter can be loaded 1 Tons of water. In the 4.132 tons of water injected into the buoyancy bucket, 0. 317 tons of water have been occupied, and the remaining 4, 5032 tons of water are combined under the bottom of the float, and the float 3 and the 1.2333 tons of water in the lifting bucket 2 are combined. The entire large floating object has floated up. At this time, the bottom of the floating float 3 is located at the bottom of the buoyancy bucket 1: 4. 4032*0. 5=2. 2516 meters, meeting the requirement that the water in the lifting bucket 2 is raised by 1 meter, 2. The 1 meter high of 2516 meters plus float 3 is 3.2516 meters, which meets the requirements for water injection from the upper lifting bucket. Buoyancy water The horizontal line is slightly above 2 meters, that is, 2.2516 meters. When the second stage is to perform the lifting function, its buoyancy water rises flat line is also 2.252 meters, so the first level lifting bucket 2-1 When the bottom is at 3.2516 meters, it is level with the horizontal line of the buoyancy bucket 1-2 of the second stage, which ensures that the fifth bucket of water delivered by the first stage lifting bucket 2-1 to the second stage buoyancy bucket 1-2 is completely released. In order to meet the requirements of injecting water into the upper lifting bucket, so that 1 part of water is injected into the lifting bucket 2, and 4 parts of water can be injected into the buoyancy bucket 1 to meet the requirements of the superior lifting. Therefore, it is concluded that each water lifting point can carry out the lifting action after receiving five parts of water, that is, 4 parts of buoyancy water to raise a lifting water. After the lifting, the buoyancy water should be retreated to the lower level, as "five liters and one retreat four". When the buoyant water is discharged to the negative level, 4 parts of water is left in each buoyancy bucket, and five water is required for one water lifting point of the negative level, and five buoyancy barrels are required to supply water to the four water lifting points of the negative level, so it can be used as "five Four changes to four five".
在固定高墙体上安装 50个浮力桶 1和提升桶 2, 也叫 50个提升点, 该第一级浮力桶 1-1 和第一级提升桶 2-1的水专门由湖塘水 10提供; 第一级提升桶 2-1的顶部在湖塘 1米深的水 位线处,第二级浮力桶 1-2比第一级浮力桶 1-1高 1米,第三级、四级……十二级依次高 1米, 采用 "五升一退四" 的方式, 组成 50串水提升装置, 逐级把水梯送至发电所需高度。 第一 级的下部为负级, 采用 "五个四变四个五" 的方式, 把第二级的浮力水隔级下排至负一级 的提升桶和浮力桶里, 把第一级的浮力水隔级下排至负二级的提升桶和浮力桶里。 这样负 一级有 40个水提升点, 在墙体上还安装有与负一级的浮力桶个数对应的多级浮力桶 1和多 级提升桶 2, 这 40个水提升点采用 "五升一退四" 的方式结串逐级把水送至发电高度。 同 样在墙体上还安装有与负二级的浮力桶个数对应的多级浮力桶 1和多级提升桶 2, 负二级的 40个水提升点也采用 "五升一退四" 的方式结串逐级把水送至发电高度。 负一级和负二级 采用 "五个四变四个五" 的方式隔级下排至负三级和负四级, 使负三级和负四级各变成 32 个水提升点, 这样又变成了两个 32串水提升装置把水往上梯送至发电点的高度。 进入负级 后依次下落 1米的高度, 通过 n次 "五个四变四个五" 的演变方式, 直至最后剩下少部分尾 水, 然后采用抽水机将水抽至湖塘中。 最后所有负级组成了 386串水提升装置, 加上前面 的 50串, 一共有 436串水提升装置为上蓄水池供水。  Install 50 buoyancy buckets 1 and lifting buckets 2 on the fixed high wall, also called 50 lifting points. The water of the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2-1 is specially made by the lake pond water 10 Provided; the top of the first-stage lifting bucket 2-1 is at a water line of 1 meter deep in the lake pond, and the second-stage buoyancy bucket 1-2 is 1 meter higher than the first-stage buoyancy bucket 1-1, third and fourth ... The 12th grade is 1 meter high in height, and adopts the method of "five liters and one retreat four" to form a 50-string water lifting device, and the water ladder is sent to the height required for power generation. The lower part of the first stage is a negative level, and the second level of buoyancy water is discharged to the lower level of the lifting bucket and the buoyancy bucket by the method of "five four to four four". The buoyancy water compartment is discharged to the lower secondary lift bucket and buoyancy bucket. In this way, there are 40 water lifting points in the negative level, and a multi-stage buoyancy barrel 1 and a multi-stage lifting barrel 2 corresponding to the number of buoyancy barrels of the negative level are also installed on the wall, and the 40 water lifting points adopt "five" The way to rise and retreat is to send the water to the height of power generation. Similarly, a multi-stage buoyancy bucket 1 and a multi-stage lifting bucket 2 corresponding to the number of negative secondary buoyancy buckets are installed on the wall, and 40 water lifting points of the negative secondary are also adopted with "five liters and one retreat four". The way the string is sent to the power generation level step by step. The negative first stage and the negative second stage use the "five four changes four four" way to the lower level to the negative three level and the negative four levels, so that the negative three and negative four levels become 32 water lifting points, so that It became the height of two 32-string water lifting devices to send water up the ladder to the power generation point. After entering the negative level, the height of 1 meter falls, and the evolution of n five "four fours and four fives" is passed until the last part of the tail water is left, and then the water is pumped into the lake pond. Finally, all the negative stages formed a 386 string water lifting device, plus the front 50 strings, a total of 436 water lifting devices for the upper reservoir.
本发明的工作原理如下:  The working principle of the invention is as follows:
湖塘水 10先往第一级提升桶 2-1注入 1份 1. 2033吨水, 再往第一级浮力桶 1_1内注入 4份, 共 4. 8132吨水, 在此过程中, 第一级提升桶 2-1不断被提高, 当第一级浮力桶 1-1注满 4份 水后, 水位传感器检测到水位信息传递给控制装置, 通过控制装置开启第一级提升桶 2-1 的排水开关和第二级提升桶 2-2的进水开关, 第一级提升桶 2-1以每秒 200公斤的速度往第 二级提升桶 2-2内注入一份水, 实现第一级提升。  Hutang Water 10 first injects 1 part of 1.2033 tons of water into the first stage lifting bucket 2-1, and then injects 4 parts into the first stage buoyancy barrel 1_1, a total of 4. 8132 tons of water, in the process, the first The level lifting bucket 2-1 is continuously improved. When the first stage buoyancy bucket 1-1 is filled with 4 parts of water, the water level sensor detects that the water level information is transmitted to the control device, and the first level lifting bucket 2-1 is opened by the control device. The water inlet switch of the drain switch and the second-stage lifting bucket 2-2, the first-stage lifting bucket 2-1 injects a water into the second-stage lifting bucket 2-2 at a speed of 200 kg per second, realizing the first stage Upgrade.
第一级提升桶 2-1释放完水后, 第一级浮力桶 1-1内的 4. 8132吨浮力水以每秒 200公斤 的速度先注入负二级提升桶 2-2-1, 然后再注入负二级浮力桶 1-2-1, 第一级浮力桶 1-1内 的浮力水释放完后, 湖塘水再往第一级提升桶 2-1注入 1份水, 第一级浮力桶 1-1内注入 4份 水, 重复上述步骤, 第一级提升桶 2-1共 5次提升向第二级提升桶 2-2注水 5份水, 其中 4份 水流入第二级浮力桶 1-2内, 当第二级浮力桶 1-2内注满 4. 8132吨水时, 控制装置开启第二 级提升桶 2-2的排水开关和第三级提升桶 2-3的进水开关, 第二级提升桶 2-2以每秒 200公斤 的速度往第三级提升桶 2-3注入一份水, 实现第二级提升。 After the first stage lifting bucket 2-1 releases the water, the 4.132 tons of buoyancy water in the first stage buoyancy bucket 1-1 is injected into the negative secondary lifting bucket 2-2-1 at a rate of 200 kilograms per second, and then Refill the negative secondary buoyancy bucket 1-2-1, the first stage of buoyancy bucket 1-1 After the buoyancy water is released, the lake pond water is injected into the first-stage lifting bucket 2-1 to inject 1 part of water, and the first-stage buoyancy bucket 1-1 is filled with 4 parts of water. The above steps are repeated, and the first-stage lifting bucket 2- 1 5 times of water is added to the second-stage lifting bucket 2-2, 5 parts of water, 4 of which water flows into the second-stage buoyancy bucket 1-2, when the second-stage buoyancy bucket 1-2 is filled with 4. 8132 tons In the case of water, the control device opens the drain switch of the second-stage lifting bucket 2-2 and the water inlet switch of the third-stage lifting bucket 2-3, and the second-stage lifting bucket 2-2 goes to the third level at a speed of 200 kg per second. The lifting bucket 2-3 injects a piece of water to achieve a second level of lifting.
第二级提升桶 2-2释放完水后, 第二级浮力桶 1-2内的 4. 8132吨浮力水以每秒 200公斤 的速度先注入负一级提升桶 2-1-1, 然后再注入负一级浮力桶 1-1-1 ; 第二级浮力桶 1-2内 的浮力水释放完后, 第一级提升桶 2-1再往第二级提升桶 2-2注水, 第二级提升桶 2-2再次 接受第一级提升桶 2-1的五次释放, 第二级提升桶 2-2再次往第三级提升桶 2-3注入一份水, 重复上述步骤, 第二级提升桶 2-2共五次提升往第三级提升桶 2-3注入五份水, 其中 4份水 流入第三级浮力桶 1-3内, 当第三级浮力桶 1-3内注满 4. 8132吨水时, 控制装置开启第三级 提升桶 2-3的排水开关和第四级提升桶 2-4的进水开关, 第三级提升桶 2-3以每秒 200公斤的 速度注入第四级提升桶 2-4注入一份水, 实现第三级提升。  After the second stage lifting bucket 2-2 releases the water, the 4. 8132 tons of buoyancy water in the second stage buoyancy bucket 1-2 is first injected into the negative first lifting bucket 2-1-1 at a rate of 200 kilograms per second, and then Refilling the negative first stage buoyancy barrel 1-1-1; after the buoyancy water in the second stage buoyancy barrel 1-2 is released, the first stage lifting barrel 2-1 is further injected into the second stage lifting barrel 2-2, The secondary lifting bucket 2-2 receives the fifth release of the first-stage lifting bucket 2-1 again, and the second-stage lifting bucket 2-2 again injects a water into the third-stage lifting bucket 2-3, repeating the above steps, The second lifting bucket 2-2 is upgraded five times to the third level lifting bucket 2-3 to inject five parts of water, of which 4 parts of water flow into the third stage buoyancy barrel 1-3, when the third stage buoyancy barrel 1-3 When 4,132 tons of water is filled, the control device opens the drain switch of the third-stage lifting bucket 2-3 and the water inlet switch of the fourth-stage lifting bucket 2-4, and the third-stage lifting bucket 2-3 is 200 kg per second. The speed is injected into the fourth stage lifting bucket 2-4 to inject a piece of water to achieve a third level of lifting.
第三级提升桶 2-3释放完水后, 第三级浮力桶 1-3内的 4. 8132吨浮力水流入湖塘; 第二 级提升桶 2-2再往第三级提升桶 2-3注水, 第三级提升桶 2-3再次接受第二级提升桶 1-2的五 次释放, 第三级提升桶 2-3再次往第四级提升桶 2-4注入一份水, 实现第四次提升。 重复以 上步骤直至完成第十二级提升将湖塘水 10送入固定高墙 4顶部的蓄水池 5内。  After the third-stage lifting bucket 2-3 releases the water, the 4. 8132 tons of buoyancy water in the third-stage buoyancy bucket 1-3 flows into the lake pond; the second-stage lifting bucket 2-2 goes to the third-stage lifting bucket 2- 3 water injection, the third-stage lifting bucket 2-3 receives the fifth release of the second-stage lifting bucket 1-2 again, and the third-stage lifting bucket 2-3 injects a water into the fourth-stage lifting bucket 2-4 again. The fourth promotion. Repeat the above steps until the completion of the 10th level upgrade to feed the pond water 10 into the reservoir 5 at the top of the fixed high wall 4.
负级浮力桶和负级提升桶采用正级的浮力桶和提升桶的提升方法, 负 N级浮力桶内水 产生的浮力将负 N级提升桶内的水逐级向上提升至负一级提升桶 2-1-1和负一级浮力桶 1-1-1, 然后由负一级提升桶 2-1-1向第一级浮力桶 1-1和第一级提升桶 2-1注水, 第一级浮 力桶 1-1和第一级提升桶 2-1再提升至第二级浮力桶 1-2和第二级提升桶 2-1, 依次逐级向上 提升至设定发电高度。  The negative buoyancy bucket and the negative lift bucket adopt the positive buoyancy bucket and the lifting bucket lifting method, and the buoyancy generated by the water in the negative N-stage buoyancy bucket raises the water in the negative N-class lifting bucket to the negative first-level lifting step by step. The barrel 2-1-1 and the negative first stage buoyancy barrel 1-1-1, and then the first stage buoyancy barrel 1-1 and the first stage lifting barrel 2-1 are filled with water by the negative stage lifting barrel 2-1-1, The first stage buoyancy bucket 1-1 and the first stage lift bucket 2-1 are further upgraded to the second stage buoyancy bucket 1-2 and the second stage lift bucket 2-1, and are sequentially raised up to the set power generation level.
蓄水池 5内的水下落人湖塘, 下落的水流冲击水利发电机发电, 落入湖塘的水再次通 过浮力桶 1和提升桶 2提升至蓄水池 5内, 从而实现循环式水利发电。  The water in the reservoir 5 falls into the lake pond. The falling water flows against the hydroelectric generator to generate electricity. The water falling into the pond is lifted again into the reservoir 5 through the buoyancy bucket 1 and the lifting bucket 2, thereby realizing the circulating hydropower generation. .
所述 436串浮力桶和提升桶构成的提升装置, 向浮力桶 1和提升桶 2注入五份水的时间 需要半分钟, 释放 5份水的时间也是半分钟, 因此完成一个提升动作需要 1分钟, 5分钟完 成一次提升, 当 436串提升装置都提升到蓄水池时, 每分钟可为蓄水池提供 436份水, 每 份水 1. 2033吨水, 每分钟提升 524. 6388吨水, 每秒略大于 8. 7吨水, 即水的流量是 8. 7吨 / 秒。  The lifting device consisting of the 436-string buoyancy bucket and the lifting bucket requires half a minute to inject five parts of water into the buoyancy bucket 1 and the lifting bucket 2, and half a minute to release 5 parts of water, so it takes 1 minute to complete a lifting operation. 5, 5,5,388 tons of water, 524.68 tons of water per minute, 520 parts of water per minute, 524.68 tons of water per minute, when the 436-string lifting device is lifted to the reservoir. 7吨/秒。 The water flow rate is 8.7 tons / sec.
已知水利发电的公式: 发电量 =水流量 *落差 *9. 81*效率, 效率 =0. 88, 落差为 10米, 得出每小时的发电量: 8. 7*10*9. 81*0. 88=751. 0536kw。 年发电量: 751. 0536kw*24*365=6579229. 536kw。 The formula for hydroelectric power generation is known: power generation = water flow * drop * 9. 81 * efficiency, efficiency = 0.88, drop of 10 meters, resulting in hourly power generation: 8. 7 * 10 * 9. 81 * 0. 88=751. 0536kw. Annual generation capacity: 751. 0536kw*24*365=6579229. 536kw.
如果负极提升装置最后剩余 1. 2033吨水, 采用 18kw的抽水机抽回湖塘, 因此减去抽水 机消耗的电力后剩余发电量为: 751. 0536kw-18kw=733. 0536kw, 剩余发电量为:  If the negative lifting device lastly contains 1.0333 tons of water, the 18kw pump is used to pump back the pond. Therefore, after subtracting the power consumed by the pump, the remaining power generation is: 751. 0536kw-18kw=733. 0536kw, the remaining power generation is:
733. 0536kw*24*365=6421549. 536kw。 733. 0536kw*24*365=6421549. 536kw.
具体实施例 4:  Specific Example 4:
本实施例的特点是:采用海水发电, 在海湾修建固定高墙体 4, 并建一条下排水沟, 利 用潮汐发电, 水力发电方法如下: 在涨潮时, 海水流入第一级浮力桶 1-1和第一级提升桶 2-1内, 通过第一级浮力桶 1-1内海水产生的浮力将第一级提升桶 2-1内海水提升至第二级 提升桶 2-2和第二级浮力桶 1-2内, 第二级浮力桶 1-2内海水产生的浮力将第二级提升桶 2-2 内海水提升至第三级提升桶 2-3和第三级浮力桶 1-3内, 重复上述步骤, 直至到达设定发电 高度, 退潮时, 第一级浮力桶 1-1和第二级浮力桶 1-2内的浮力水通过排水沟排入大海。 其 他特点与具体实施例相同 1。  The characteristics of this embodiment are: using seawater to generate electricity, constructing a fixed high wall 4 in the bay, and constructing a lower drainage ditch to utilize tidal power generation. The hydroelectric power generation method is as follows: At high tide, seawater flows into the first stage buoyancy bucket 1-1 And in the first-stage lifting bucket 2-1, the seawater in the first-stage lifting bucket 2-1 is lifted to the second-stage lifting bucket 2-2 and the second-stage by the buoyancy generated by the seawater in the first-stage buoyancy bucket 1-1 In the buoyancy bucket 1-2, the buoyancy generated by the seawater in the second-stage buoyancy bucket 1-2 lifts the seawater in the second-stage lifting bucket 2-2 to the third-stage lifting bucket 2-3 and the third-stage buoyancy bucket 1-3 Thereafter, the above steps are repeated until the set power generation height is reached, and at the time of low tide, the buoyancy water in the first stage buoyancy bucket 1-1 and the second stage buoyancy bucket 1-2 is discharged into the sea through the drain. Other features are the same as in the specific embodiment.
具体实施例 5:  Specific embodiment 5:
本实施例的特点是:采用人工制造池塘, 采用人工池塘进行循环水利发电, 其他与具 体实施例 2或具体实施例 3相同。  The present embodiment is characterized in that artificially manufactured ponds are used, and artificial ponds are used for circulating hydroelectric power generation, and the others are the same as those of the specific embodiment 2 or the specific embodiment 3.
具体实施例 6:  Specific embodiment 6:
本实施例的特点是:采用江河水发电, 顺江河流势建一墙体, 同时建一条下排水沟, 江河水在墙体外流入第一级浮力桶 1-1和第一级提升桶 2-1内, 通过第一级浮力桶 1-1内江 河水产生的浮力将第一级提升桶 2-1内江河水提升至第二级提升桶 2-2和第二级浮力桶 1-2 内, 第二级浮力桶 1-2内江河水产生的浮力将第二级提升桶 2-2内江河水提升至第三级提升 桶 2-3和第三级浮力桶 1-3内, 第一级浮力桶 1-1和第二级浮力桶 1-2内的浮力水流入排水沟, 重复上述步骤, 直至到达设定发电高度, 通过排水沟送往下游的河道。  The characteristics of this embodiment are: using river water to generate electricity, the Shunjiang River has a wall and a lower drainage ditch. The river water flows into the first-stage buoyancy bucket 1-1 and the first-stage lifting bucket 2 outside the wall. Within -1, the first-stage lifting bucket 2-1 inner river water is lifted into the second-stage lifting bucket 2-2 and the second-stage buoyancy bucket 1-2 by the buoyancy generated by the inner-stage buoyancy bucket 1-1 inner river water. The buoyancy generated by the inner-stage buoyancy bucket 1-2 inner river water raises the inner-stage lifting bucket 2-2 inner river water to the third-stage lifting bucket 2-3 and the third-stage buoyancy bucket 1-3, the first-stage buoyancy bucket The buoyant water in the 1-1 and second stage buoyancy buckets 1-2 flows into the drain, and the above steps are repeated until the set power generation height is reached and sent to the downstream river channel through the drain.

Claims

权利要求书 claims
1、 利用浮力串联提升水的循环水力发电方法, 其特征在于: 设置由多级浮力桶 (1 ) 和提 升桶 (2) 串联构成的浮力提升装置, 由所述浮力提升装置利用浮力自动将水提升至设定 水力发电高度, 实现水力发电, 具体步骤如下: 1. A circulating hydropower generation method that uses buoyancy to lift water in series. It is characterized by: a buoyancy lifting device composed of a multi-stage buoyancy bucket (1) and a lifting bucket (2) connected in series. The buoyancy lifting device uses buoyancy to automatically lift water. Raise to the set hydropower generation height to realize hydropower generation. The specific steps are as follows:
1 )将湖塘水(10)、江河水或海水依次流入第一级提升桶(2-1 )和第一级浮力桶(1-1), 第一级浮力桶 (1-1 ) 的水产生浮力将第一级提升桶 (2-1 ) 提升至设定高度, 实现第一级 提升; 1) Flow the lake water (10), river water or sea water into the first-level lifting barrel (2-1) and the first-level buoyancy barrel (1-1) in sequence. The water in the first-level buoyancy barrel (1-1) The buoyancy is generated to lift the first-level lifting bucket (2-1) to the set height to achieve the first-level lifting;
2) 将步骤 1 ) 提升后第一级提升桶 (2-1 ) 内装的水依次流入第二级提升桶 (2-2) 和 第二级浮力桶 (1-2) , 第二级浮力桶 (1-2) 的水产生浮力将第二级提升桶 (2-2) 提升 至设定高度, 实现第二级提升; 2) Flow the water contained in the first-level lifting bucket (2-1) after step 1) into the second-level lifting bucket (2-2) and the second-level buoyancy bucket (1-2) in sequence. The water in (1-2) generates buoyancy to lift the second-level lifting bucket (2-2) to the set height to achieve the second-level lifting;
3) 将步骤 2) 提升后第二级提升桶 (2-2) 的水再依次流入第三级提升桶 (2-3) 和第 三级浮力桶 (1-3) , 第三级浮力桶 (1-3) 的水产生浮力将第三级提升桶 (2-3) 提升至 设定高度, 实现第三级提升; 3) After step 2), the water in the second-level lifting bucket (2-2) will flow into the third-level lifting bucket (2-3) and the third-level buoyancy bucket (1-3) in turn. The water in (1-3) generates buoyancy to lift the third-level lifting bucket (2-3) to the set height to achieve the third-level lifting;
依此类推, 实现第三级提升及第三级以上提升后提升桶内的水依次流入上一级提升桶 和上一级浮力桶, 形成串联式多级提升, 实现依靠水的浮力逐级将水提升到设定水力发电 高度, 最终将湖塘水 (10) 、 江河水或海水提升至设定发电高度; 通过控制装置控制各级 浮力桶 (1 ) 和提升桶 (2) 的排水开关和进水开关的开启 /关闭状态; 提升至设定高度的 水再下落入湖塘、 江河或海域实现循环式水力发电。 By analogy, after achieving the third level of lifting and above, the water in the lifting bucket flows into the upper level lifting bucket and the upper level buoyancy bucket in sequence, forming a series of multi-level lifting, realizing the step-by-step lifting by relying on the buoyancy of water. The water is raised to the set hydroelectric power generation height, and finally the lake water (10), river water or sea water is raised to the set power generation height; the drainage switches and drain switches of the buoyancy barrels (1) and lifting barrels (2) at each level are controlled through the control device. The on/off status of the water inlet switch; the water raised to a set height then falls into lakes, rivers or sea areas to achieve circulating hydropower generation.
2、 根据权利要求 1所述利用浮力串联提升水的循环水力发电方法, 其特征在于: 所述多级 浮力桶 (1 ) 内的水称为浮力水, 多级浮力桶 (1 ) 内的浮力水隔级排入下级浮力桶内, 作 为下级浮力桶的浮力水, 第三级浮力桶 (1-3) 内的浮力水排入湖塘、 江河或海域。 2. The circulating hydropower generation method using buoyancy to lift water in series according to claim 1, characterized in that: the water in the multi-stage buoyancy barrel (1) is called buoyant water, and the buoyancy in the multi-stage buoyancy barrel (1) The water is discharged into the lower-level buoyancy barrel in different stages. As the buoyancy water of the lower-level buoyancy barrel, the buoyancy water in the third-level buoyancy barrel (1-3) is discharged into lakes, rivers or sea areas.
3、 根据权利要求 1或 2所述利用浮力串联提升水的循环水力发电方法, 其特征在于: 在第 一级浮力桶 (1-1 ) 和第一级提升桶 (2-1 ) 之下设置负级浮力桶和负级提升桶, 利用负级 浮力桶和负级提升桶收集第一级浮力桶 (1-1 ) 和第二级浮力桶 (1-2) 溢出的浮力水, 第 二级浮力桶(1-2) 内的浮力水隔级排入负一级浮力桶(1-1-1 )和负一级提升桶(2-1-1 ) 内;第一级浮力桶(1-1 )内的浮力水隔级排入负二级浮力桶(1-2-1 )和负二级提升桶(2-2-1 ) 内, 通过隔级排入直到负 N级浮力桶和提升桶; 负级浮力桶内水产生的浮力水将负级提升 桶的水提升至第一级浮力桶 (1-1 ) 和第一级提升桶 (2-1 ) , 由第一级浮力桶 (1-1 ) 和 第一级提升桶 (2-1 ) 再提升至第二级浮力桶 (1-2) 和第二级提升桶 (2-2) , 依次逐级 向上提升至设定水力发电高度。 3. The circulating hydropower generation method using buoyancy to lift water in series according to claim 1 or 2, characterized in that: it is provided under the first-stage buoyancy barrel (1-1) and the first-stage lifting barrel (2-1) Negative-stage buoyancy barrels and negative-stage lifting barrels are used to collect the buoyancy water overflowing from the first-stage buoyancy barrel (1-1) and the second-stage buoyancy barrel (1-2). The second-stage buoyancy barrel The buoyancy water in the buoyancy bucket (1-2) is discharged into the negative first-level buoyancy bucket (1-1-1) and the negative first-level lifting bucket (2-1-1); the first-level buoyancy bucket (1- The buoyancy water in 1) is discharged into the negative second-level buoyancy barrel (1-2-1) and the negative second-level lifting barrel (2-2-1) through the partitions until the negative N-level buoyancy barrel and lifting bucket; the buoyant water generated by the water in the negative-stage buoyancy barrel lifts the water in the negative-stage lifting barrel to the first-stage buoyancy barrel (1-1) and the first-stage lifting barrel (2-1). The first-stage buoyancy barrel (2-1) 1-1) and the first-level lifting bucket (2-1), and then to the second-level buoyancy bucket (1-2) and the second-level lifting bucket (2-2), and then lift them step by step to the set hydropower level. high.
4、 利用浮力串联提升水的循环水力发电系统, 其特征在于: 在湖塘、 江河或海边设置固 定高墙 (4) , 在固定高墙 (4) 的顶部设有蓄水池 (5) , 在固定高墙 (4) 的下部设有水 力发电机, 在固定高墙 (4) 上设置由多级浮力桶 (1 ) 和提升桶 (2) 串联构成的浮力提 升装置,浮力提升装置的浮力桶和提升桶呈阶梯状分布设置,所述提升桶设置在浮力桶内、 形成每个浮力桶配置一个提升桶, 通过多级浮力桶 (1 ) 和提升桶 (2) 构成串联式提升结 构, 上、 下级浮力桶和上、 下级提升桶之间通过管道相连, 在所述管道上设有进水开关和 排水开关, 所述进水开关和排水开关的控制输入端连接控制装置的输出端。 4. A circulating hydropower system that uses buoyancy to lift water in series, characterized by: setting up a fixed high wall (4) on a lake, a river or the seaside, and a reservoir (5) on the top of the fixed high wall (4), A hydroelectric generator is provided at the lower part of the fixed high wall (4). A buoyancy lifting device composed of a multi-stage buoyancy bucket (1) and a lifting bucket (2) connected in series is set on the fixed high wall (4). The buoyancy of the buoyancy lifting device The buckets and the lifting buckets are arranged in a ladder-like distribution, and the lifting buckets are arranged in the buoyancy buckets, so that each buoyancy bucket is equipped with a lifting bucket, and a tandem lifting structure is formed by the multi-stage buoyancy bucket (1) and the lifting bucket (2). The upper and lower buoyancy barrels and the upper and lower lifting barrels are connected through pipelines. A water inlet switch and a drainage switch are provided on the pipelines. The control input ends of the water inlet switch and the drainage switch are connected to the output end of the control device.
5、 根据权利要求 1所述利用浮力串联提升水的循环水力发电系统, 其特征在于: 还包括若 干串负级浮力桶和提升桶, 在固定高墙 (4) 的底部设有坑体, 固定高墙 (4) 沿坑体向下 延伸形成下部墙体, 在下部墙体设有负级浮力桶和负级提升桶; 多级浮力桶 (1 ) 包括第 一级浮力桶(1-1 )、第二级浮力桶(1-2)、第三级浮力桶(1-3)…,第 N级浮力桶(1-N), 多级提升桶(2)包括第一级提升桶(2-1 )、第二级提升桶(2-2)、第三级提升桶(2-3)…, 第 N级提升桶 (2-N) ; 负级浮力桶和负级提升桶设置在第一级提升桶 (2-1 ) 和第一级浮 力桶 (1-1 ) 下; 所述负级浮力桶和负级提升桶的数量从负一级、 负二级到负 N级隔级依次 递减, 呈倒三角形。 5. The circulating hydroelectric power generation system using buoyancy to lift water in series according to claim 1, characterized in that: it also includes a number of negative-stage buoyancy barrels and lifting barrels in series, and a pit body is provided at the bottom of the fixed high wall (4). The high wall (4) extends downward along the pit body to form a lower wall. The lower wall is provided with a negative-stage buoyancy barrel and a negative-stage lifting barrel; the multi-stage buoyancy barrel (1) includes the first-stage buoyancy barrel (1-1). , the second-level buoyancy bucket (1-2), the third-level buoyancy bucket (1-3)..., the N-level buoyancy bucket (1-N), the multi-level lifting bucket (2) including the first-level lifting bucket (2 -1), the second-level lifting bucket (2-2), the third-level lifting bucket (2-3)..., the Nth-level lifting bucket (2-N); the negative-level buoyancy bucket and the negative-level lifting bucket are set at the The first-level lifting bucket (2-1) and the first-level buoyancy bucket (1-1) are down; the number of the negative-level buoyancy buckets and negative-level lifting buckets is from negative first level, negative second level to negative N level in order. Decreasing, in the shape of an inverted triangle.
6、 根据权利要求 4或 5所述利用浮力串联提升水的循环水力发电系统, 其特征在于: 所述 提升桶 (2) 底部设有浮漂 (3) , 所述浮漂 (3) 的四周设有多个落水孔 (3-1 ) , 所述浮 漂 (3) 的侧面设有多根稳定条 (6) , 浮漂 (3)通过稳定条(6 )抵在浮力桶 (1 ) 内壁, 防止提升桶 (2) 晃动。 6. The circulating hydropower generation system using buoyancy to lift water in series according to claim 4 or 5, characterized in that: a float (3) is provided at the bottom of the lifting barrel (2), and a float (3) is provided around the float (3). There are multiple drain holes (3-1), and multiple stabilizing bars (6) are provided on the side of the float (3). The float (3) is pressed against the inner wall of the buoyancy barrel (1) through the stabilizing bars (6) to prevent the barrel from being lifted. (2) Shaking.
7、 根据权利要求 4或 5所述利用浮力串联提升水的循环水力发电系统, 其特征在于: 所述 浮力桶 (1 ) 的高度是设定每次提升高度的二倍以上, 所述浮力桶 (1 ) 与提升桶 (2) 的 容积比大于或等于 4 : 1。 7. The circulating hydroelectric power generation system that utilizes buoyancy to lift water in series according to claim 4 or 5, characterized in that: the height of the buoyancy bucket (1) is more than twice the set lifting height for each time, and the buoyancy bucket The volume ratio of (1) to the lifting bucket (2) is greater than or equal to 4:1.
8、 根据权利要求 4或 5所述利用浮力串联提升水的循环水力发电系统, 其特征在于: 所述 固定高墙(4)采用钢筋混凝土结构, 固定高墙(4)呈弧形或半圆形, 所述固定高墙(4) 和浮力桶 (1 ) 上设有挂钩 (8), 浮力桶 (1 ) 通过链接固定在固定高墙 (4) 上。 8. The circulating hydropower generation system using buoyancy to lift water in series according to claim 4 or 5, characterized in that: the fixed high wall (4) adopts a reinforced concrete structure, and the fixed high wall (4) is in an arc shape or a semicircle Shape, the fixed high wall (4) and the buoyancy bucket (1) are provided with hooks (8), and the buoyancy bucket (1) is fixed on the fixed high wall (4) through links.
9、 根据权利要求 4或 5所述利用浮力串联提升水的循环水力发电系统, 其特征在于: 还设 有水位传感器, 水位传感器设置在浮力桶 (1 ) 上, 水位传感器采集水位信息传递到控制 装置,通过控制装置控制各开关的开启 /关闭;管道的进水开关和排水开关采用数控开关。 9. The circulating hydropower generation system using buoyancy to lift water in series according to claim 4 or 5, characterized in that: it is also provided with a water level sensor, the water level sensor is arranged on the buoyancy barrel (1), and the water level sensor collects water level information and transmits it to the control The device controls the opening/closing of each switch through the control device; the water inlet switch and drainage switch of the pipeline adopt numerical control switches.
10、 根据权利要求 4或 5所述利用浮力串联提升水的循环水力发电系统, 其特征在于: 所述 第一级浮力桶 (1-1 ) 和第一级提升桶 (1-2) 设置在最低水位线以下。 10. The circulating hydropower generation system using buoyancy to lift water in series according to claim 4 or 5, characterized in that: the first-stage buoyancy barrel (1-1) and the first-stage lifting barrel (1-2) are arranged in below the lowest water mark.
PCT/CN2014/074746 2013-09-27 2014-04-03 Method and system for circulatory hydroelectric generation by using buoyancy series water lifting WO2015043152A1 (en)

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