WO2018048115A1 - Construction method and operating method for pumped-storage hydroelectricity generation system using seawater - Google Patents
Construction method and operating method for pumped-storage hydroelectricity generation system using seawater Download PDFInfo
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- WO2018048115A1 WO2018048115A1 PCT/KR2017/009083 KR2017009083W WO2018048115A1 WO 2018048115 A1 WO2018048115 A1 WO 2018048115A1 KR 2017009083 W KR2017009083 W KR 2017009083W WO 2018048115 A1 WO2018048115 A1 WO 2018048115A1
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- seawater
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B13/00—Conduits for emptying or ballasting; Self-bailing equipment; Scuppers
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63J—AUXILIARIES ON VESSELS
- B63J4/00—Arrangements of installations for treating ballast water, waste water, sewage, sludge, or refuse, or for preventing environmental pollution not otherwise provided for
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B11/00—Parts or details not provided for in, or of interest apart from, the preceding groups, e.g. wear-protection couplings, between turbine and generator
- F03B11/08—Parts or details not provided for in, or of interest apart from, the preceding groups, e.g. wear-protection couplings, between turbine and generator for removing foreign matter, e.g. mud
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
- F03B13/06—Stations or aggregates of water-storage type, e.g. comprising a turbine and a pump
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B17/00—Other machines or engines
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
- Y02E60/16—Mechanical energy storage, e.g. flywheels or pressurised fluids
Definitions
- the present invention relates to a construction method and a driving method of the pumping power generation system using sea water, in particular, using the seawater brought from the coast to the artificial reservoir after making two artificial reservoirs with a difference in height even in the dry inland region
- the seawater of the lower artificial reservoir is pumped up to fill the upper artificial reservoir, and when the power is needed, the construction method and operation method of the pumping power generation system using the seawater generated by dropping the upper artificial reservoir seawater to the lower artificial reservoir below. It is about.
- pumped-storage hydroelectricity is a means of mass storage of power energy, and is used as a method of satisfying power loads for load balancing in a large power supply network. It has been operating in conjunction.
- the positive power generation method mainly uses the difference between the power supply and demand between day and night. In other words, during low-night nights, water at low altitudes is pumped to reservoirs at high altitudes and stored in the form of potential energy, while the stored water is discharged through generators during times of high electricity demand during the day. .
- the pumped power generation began in Italy and Switzerland in the 1890s, and began to be utilized in the United States in 1930. A total of seven pumped power plants, including the Cheongpyeong pumped-up power plant constructed in 1979, are currently operating.
- This pumping power generation is said to be the most economical means of energy storage for load control in national grids, accounting for 99% of the world's power storage capacity, including other technologies under development.
- the world's total amount of pumped power is 127 GW, which is equivalent to 127 1000 MW thermal power plants. It can be saved and replaced when construction of a power plant of the corresponding size is provided by supplying electricity when the demand for afternoon power is highest.
- an adjustable speed pumped storage generator (Advanced Speed Pumped Storage Generator) has been developed to control the frequency fluctuations of the power grid system caused by the instantaneous load imbalance of the power grid, It is used to stabilize the voltage.
- positive power generation is a technology that can be usefully used in countries where renewable energy sources such as wind and solar power generation, which are highly volatile in power supply, are increasing.
- the prior art is a vertical tubular turbine, vertical bellows to generate power to the water reservoir falling into the lower reservoir through the water pipe in the upper reservoir, the lower reservoir is installed at a lower position than the upper reservoir, the water inlet is continuously introduced through the water inlet Generator connected to tubular turbine outside, compressed air supply pipe for supplying air from air pump installed in upper reservoir into lower reservoir, air layer formed on lower reservoir by water and air supplied to lower reservoir Compressed air tank installed in the upper part of the lower reservoir to collect the air of the air layer by water pressure, and a pumping device that pumps the water stored in the lower reservoir to the upper reservoir by the hydraulic pressure. As water drops into the lower reservoir, By the generator.
- Patent Document 1 Korean Unexamined Patent Publication No. 10-2012-0003791 (published Jan. 11, 2012) "Pumped Power Generation System”
- the present invention was developed to improve the above problems, and an object of the present invention is to make the difference between the height required for the development of the two artificial lakes, the upper artificial reservoir and the lower artificial reservoir using the surrounding mountains, Method of constructing a pumping and power generation system using seawater that can effectively generate power by using seawater drawn to an artificial reservoir, including inland areas, and preventing corrosion of power generation facilities and generation of sediment when using seawater. It is to provide a driving method.
- the object of the present invention is filled with seawater, the upper artificial reservoir and the lower artificial reservoir is installed at the drop height required for power generation;
- a high-power load is generated by the seawater falling from the upper artificial reservoir, and when surplus power, a positive generator consisting of a turbine and a motor for supplying the seawater of the lower artificial reservoir to the upper artificial reservoir;
- a substation of a power transmission / receiving power station that boosts the generated electricity of the positive power generator and transmits it to the electric power grid, and receives electric power of the electric power grid at the time of pumping;
- a filling / draining combined line for supplying seawater to an artificial reservoir through a seawater supply pipe connected to the inlet and discharging the seawater concentrate through a drainage pipe;
- the ballast water treatment system is installed at the intake side of the filling / drainage combined line to filter foreign matters and sterilizes and removes various marine life from the pipeline.
- the upper artificial reservoir and the lower artificial reservoir in which the sea water is stored with a height step and a low capacity required for power generation; Supplying the seawater collected through the seawater supply pipe to the upper and lower artificial reservoirs, and constructing a combined filling and draining line to discharge the seawater concentrate through the drainage pipe; Constructing a ballast water treatment system on an intake side of a combined filling and draining line; Constructing a positive power generator comprising a turbine and a motor to generate water falling from the upper artificial reservoir at peak load, and supply seawater of the lower artificial reservoir to the upper artificial reservoir when surplus power is generated; The substation construction step of receiving the electricity generated by the pump generator and boosting it and then transmitting it to the electric power grid, and receiving the power grid power when the surplus power is used, thereby driving the pump generator for pumping; by constructing the construction method of the pump generator system using seawater, It is possible.
- the method of operating a pumped power generation system using the sea water of the present invention the step of supplying the required amount of water to the upper artificial reservoir through filtration and sterilization of foreign matter through the ballast water treatment system of the combined charge and drainage line;
- the positive and negative power generators generate power from the upper artificial reservoir, and the seawater used for power generation is collected in the lower artificial reservoir;
- the water quality due to the concentration of dissolved substances in the seawater used for power generation is determined to be lower than or equal to a predetermined value, discharging the concentrated substance together with the seawater through a replenishing and draining combined line, and replenishing and supplying clean seawater as much as the discharged quantity; It can be achieved by configuring.
- the present invention is to install a relatively small diameter pipe to the shore to fill the seawater used for pumping power generation during the construction of the power plant, so even in a desert area or a dry inland area where water is precious and relatively far from the sea If there is only the difference in altitude, there is an effect that can be easily installed and pumped power generation.
- FIG. 1 is a view showing an example of a process diagram of a positive power generation system embodying the present invention
- FIG. 2 is a block diagram showing a construction process of a positive power generation system of the present invention
- 1 is a schematic view showing an example of 400MW seawater pumping power generation process according to the present invention, the pumping power generation system using the seawater of the present invention, the upper artificial reservoir for dropping the filled seawater from the drop height required for power generation to the bottom ( 10a); It is installed under the upper artificial reservoir (10a) so that the drop height required for power generation is maintained, the lower artificial reservoir (10b) for receiving and storing sea water falling from the upper artificial reservoir (10a);
- Pump generator 40 consisting of a turbine 41 and a motor 42 for both pumping and power supply to the upper artificial reservoir (10a); It boosts the electricity generated by the pump generator (40) and transmits it to the power grid (70), when the pumping power transmission / receiving substation (50) receiving power from the power grid (70);
- the intake port 21a supplies seawater taken through the seawater supply pipe 21 connected to the shore to the lower artificial reservoir 10b, and the upper artificial reservoir 10a through the drain pipe 22 connected to one side of the seawater supply pipe 21.
- the ballast water treatment system installed on the intake port 21a side of the combined filling and draining line 20 to filter and filter foreign matters from the seawater, and sterilize and remove various marine organisms (seaweed, barnacles, etc.) from the pipeline. 30); characterized in that provided.
- reference numeral 23 is a valve installed in the seawater supply pipe 21 and the drain pipe 22.
- the present invention has a 200mm drop between the upper artificial reservoir 10a and the lower artificial reservoir 10b, but since the potential energy is directly proportional to the distance of the drop, the larger the freefall between the two reservoirs, the lower the required storage. Capacity can be reduced proportionally, which can reduce the cost of civil works.
- seawater stored in the artificial reservoir for use in pumping power generation is flooded until the initial commissioning after construction of the plant through a pipeline consisting of seawater supply pipes 21 installed from the coast to the plant site at the beginning of the plant construction.
- the low water capacity required for the upper artificial reservoir 10a is required to be 7.2 million tons of seawater, which uses a pipeline of about 12 inches in diameter as the seawater supply pipe 21. This is enough capacity to fill over 12 months.
- this can be used to add water for at least six to twelve months before the pumping station is operated. In this case, it is possible to increase or decrease the length of the water supply by increasing or decreasing the pipe diameter as necessary.
- ballast water treatment system for ships installed near the seawater intake (21a) on the coast is a technology that has been developed and commercialized in accordance with the World Ocean Association's specifications in recent years. It supplies filtration, sterilization, purification, and purification of seawater that has lost sediments, algae, and marine life. .
- the pumping power generation system using the seawater of the present invention pumps electricity of the electric power grid 70 through the substation 50 using the night time zone with the least demand for power during the day, and the motor 42 and the turbine 41 which combine power generation and power generation.
- the motor 42 and the turbine 41 which combine power generation and power generation.
- power generation may be performed in accordance with the needs of the power grid 70 such as load regulation and frequency stabilization of the power grid 70.
- the seawater used in the pumped power generation is required to be intermittently supplemented since there is a natural decrease in evaporation or other advection if reused continuously.
- the water filling may be carried out by filtration sterilization treatment of the seawater taken into the water intake port 21a in the ballast water treatment system 30, and the filling / draining combined use line 20 may be switched to the water filling. Then, the filtered sterilized sea water is supplied to the lower artificial reservoir 10b for replenishment.
- the continued evaporation of seawater often results in the concentration of electrolytes dissolved in the seawater used, and therefore only a small amount should be released.
- the valve 23 on the sea water supply pipe 21 is closed and the valve 23 on the drain pipe 22 is opened, the filling / drainage combining line 20 is operated for drainage and, conversely, on the sea water supply pipe 21 side.
- the valve 23 is opened and the drain pipe side valve 23 is closed, the filling / draining combined use line 20 is operated for filling.
- the combined use of the filling and draining line 20 is used for both draining and refilling as necessary, so that various substances dissolved in the seawater of the artificial reservoir are not provided through the drainage pipe 22 without installing each line separately. It can be discharged from time to time to prevent the concentration of electrolytes and to fill the required quantity of clean sea water at any time, thereby reducing construction costs and generating electricity using clean, optimal seawater without concentration of electrolytes. It can increase.
- ballast water treatment system 30 to be filtered is provided with a chemical additive input unit for injecting benzimidazole, imidazole, and the like whenever necessary to prevent corrosion by oxidation and suppress formation of precipitates. It is preferable.
- FIG. 2 is a block diagram showing the construction process of the pumping power generation system of the present invention, where the construction of the pumping power generation system using the seawater of the present invention in detail as follows.
- This first step (S100) is a step of maintaining the height step required for power generation, maintaining the upper artificial reservoir (10a) and the lower artificial reservoir (10b) to draw and store the surrounding sea water, and to construct the required storage capacity.
- the storage capacity of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) is directly proportional to the free fall height, the larger the free fall between these upper and lower artificial reservoirs, the required storage capacity is reduced as shown in Table 1 below.
- the reservoir of these artificial reservoirs should be provided with a waterproof layer to prevent leakage.
- Civil engineering of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) can be carried out by the most economical excavation method, but in some cases, the construction method or other methods, such as concrete surface water-repellent dam, or a combination thereof One method can be used.
- an artificial membrane (Geomembrane) excellent in the water repellency, durability and economical efficiency as the waterproof layer of the reservoir portion.
- the storage capacity of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) is preferably to be proportionally reduced as shown in the above [Table 1], the larger the drop between each other, which can lead to a reduction in civil construction cost.
- the upper artificial reservoir (10a) and the lower artificial reservoir (10b), which constitutes 8 hours of storage and pumping power plant (free fall and water storage: about 80% efficiency, virtually as a cylindrical reservoir), are equal to 1.5km in diameter. If it is assumed to be formed to explain,
- the storage capacity should be about 8.4m since the storage capacity of 14.4 million rubles (m3) is needed.
- the water storage capacity is about 7.2 million times (m3), so the reservoir depth should be about 4.1m
- the water storage capacity is about 4.8 million times (m3), so the reservoir depth should be about 2.7m.
- the second step (S200) is filled and filled in the upper artificial reservoir (10a) and the lower artificial reservoir (10b) to combine the supply of seawater and discharge of seawater concentrate of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) It is a step of constructing the combined drainage line 20.
- a drain pipe 22 is provided at one end of the combined filling and draining line 20, and a sea water supply pipe 21, which will be described below, is used to double the filling and draining.
- the seawater of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) should be supplemented intermittently if there is a natural decrease due to evaporation or other reasons while continuing to use for power generation. If it is bad, it is necessary to replenish the clean sea water after discharging the concentrated materials. At this time, the single replenishment / drainage combined line 20 can be used for both replenishment and drainage, thereby simplifying construction and shortening the construction period. You can.
- Step 3 Construction stage of the seawater supply pipe connected to the coast
- the seawater is combined with the replenishing and draining line 20 and the coast to pump the seawater to the place where the upper artificial reservoir 10a and the lower artificial reservoir 10b are installed, including the inland province.
- the construction step is connected to the supply pipe (21).
- the fourth step (S400) is the ballast water on the intake port 21a side of the seawater supply pipe 21 so as to sterilize and remove foreign matters (parasites such as algae, barnacles, etc.) from the seawater and filtration of seawater to be supplied. This is the step of installing the processing system 30.
- additives such as benzimidazole or imidazole, which can prevent corrosion and inhibit the formation of precipitates by oxidation, can be added as needed. This may include preparing a chemical additive input.
- the fifth step (S500) is a step of constructing a pump generator 40 consisting of a turbine 41 and a motor 42 for both pumping and power generation between the upper artificial reservoir (10a) and the lower artificial reservoir (10b).
- the pump generator 40 adopts a variable speed pumping power generation system technology (Adjustable Speed Storage Generator), which has been developed and used a lot in recent years, and generates power from seawater falling from the upper artificial reservoir 10a when the power consumption is the highest. In case of surplus power at low load, the seawater of the lower artificial reservoir 10b is supplied to the upper artificial reservoir 10a.
- Adjustable Speed Storage Generator a variable speed pumping power generation system technology
- variable speed pumping power generation system has an advantage in that the driving range can be easily adjusted in the pumping operation and can be adapted to the case of free fall fluctuation or light load during the power generation operation.
- the pump generator 40 is preferably made of a special steel material in order to prevent corrosion by sea water, and can be variously constructed, such as 400MW class 1 unit or 200MW class 2 unit as necessary.
- the sixth step (S600) is a step of constructing a substation 50 for both transmission and reception.
- the substation 50 for both power transmission / receiving power generates electricity in the positive power generator 40 and supplies the power to the electric power grid 70 after the power is boosted, and when the water is pumped, the power of the electric power grid 70 is transferred to the positive power generator. It supplies to 40 so that the turbine 41 and the motor 42 which combine pumping and power generation are driven.
- the seventh step water quality inspection station construction
- the seventh step (S700) is a step of constructing a water quality inspection station 60 for measuring the water quantity and water quality of the lower artificial reservoir (10b).
- the water quality is good by measuring the amount of seawater and the concentration of the seawater filled in the lower artificial reservoir (10b), but if the quantity is insufficient, the water is supplied through the seawater supply pipe (21), and the concentration and precipitation of dissolved various substances If this is bad, first drain the appropriate amount of seawater into the drain pipe 22 to discharge the concentrated and sedimented material, and then fill the water through the sea water supply pipe 21 according to the required low capacity to maintain the quantity and water quality necessary for power generation at all times. Can be a good development.
- the sea water just need to have a filling and drainage combined line (20), seawater supply pipe (21) and the ballast water treatment system (30) that is constructed in the second to fourth stages Since it can be brought to the desert or inland, it is easy to construct the pumping power generation system of the present invention anywhere.
- filling and drainage combined line 20 and the ballast water treatment system 30 is to be provided first 6 months to 12 months before the start of the power plant construction, the pumping station is completed. Then, there will be an initial replenishment period of filling the reservoir with seawater for six to twelve months before the construction of the pumping plant is completed.
- the upper artificial reservoir 10a and the lower artificial reservoir 10b are connected to both the filling and draining combined line 20 and the seawater supply pipe 21, so the initial filling is equal to the reservoir capacity of the reservoir.
- the driving method for driving the pumped power generation system using the sea water of the present invention is as follows.
- the foreign matter is filtered through the ballast water treatment system 30 installed on the intake port 21a side of the combined charge and drainage line 20, and various marine
- the seawater sterilized by living organisms is supplied to the upper artificial reservoir 10a directly or through the lower artificial reservoir 10b in quantities necessary for power generation.
- the power generator 40 When the power load is high, the power generator 40 is composed of a turbine 41 and a motor 42 for both pumping and power generation. The generator generates power using seawater falling from the upper artificial reservoir 10a, and the seawater used for power generation is artificially lowered. It is collected to the reservoir 10b.
- the pumping generator 40 composed of a turbine 41 and a motor 42 for both pumping and power generation is operated to produce the seawater of the lower artificial reservoir 10b by an amount necessary for generating the upper artificial reservoir. It supplies to (10a).
- the filtration and sterilization in the ballast water treatment system 30 The sterilized sea water is intermittently replenished through the seawater supply pipe 21 of the filling and draining combined line 20.
- the low water capacity measurement of the seawater is carried out in the water quality inspection station 60 provided to measure the amount of water, thereby supplementing the appropriate amount of water.
- the dissolved material concentrated through the drainage pipe 22 of the filling / drainage combined line 20 together with the seawater The required amount is discharged, and the discharged seawater is filtered and sterilized in the ballast water treatment system 30 through the seawater supply pipe 21.
- the water quality measurement of the sea water is carried out in the water quality inspection station (60) provided to measure the water quality, whereby it is possible to give an appropriate amount of drainage and replenishment at any time, so that the water for power generation can always be maintained in a high quality state. have.
- the process of supplying seawater by filtration of foreign matters and various marine organisms through the ballast water treatment system 30 to prevent corrosion by oxidation and to generate precipitates may include the process of adding a chemical additive to inhibit.
- 60 water quality testing station 70: power grid
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Abstract
Description
본 발명은 바닷물을 이용한 양수 발전 시스템의 시공 방법 및 운전 방법에 관한 것으로서, 특히 건조 내륙지방에서도 높이 차이가 나는 상부와 하부 두 개의 인공저수지를 만든 후 해안에서 그 인공저수지까지 끌고 온 바닷물을 이용하여 전력이 남을 때는 하부인공저수지의 바닷물을 퍼 올려서 상부인공저수지에 채우고, 전력이 필요할 때는 상부인공저수지 바닷물을 아래쪽의 하부인공저수지로 낙하시켜 발전하는 바닷물을 이용한 양수 발전 시스템의 시공 방법 및 운전 방법에 관한 것이다.The present invention relates to a construction method and a driving method of the pumping power generation system using sea water, in particular, using the seawater brought from the coast to the artificial reservoir after making two artificial reservoirs with a difference in height even in the dry inland region When power is left, the seawater of the lower artificial reservoir is pumped up to fill the upper artificial reservoir, and when the power is needed, the construction method and operation method of the pumping power generation system using the seawater generated by dropping the upper artificial reservoir seawater to the lower artificial reservoir below. It is about.
일반적으로 양수 발전(Pumped-Storage Hydroelectricity, PSH)은 전력 에너지의 대용량 저장 수단의 하나로, 대단위 전력 공급망의 로드 밸런싱(Load Balancing)을 위한 전력 부하를 충족시켜주는 방법으로 사용되고 있으며, 대부분 기존 수력발전소와 연계하여 운영되어 오고 있다.In general, pumped-storage hydroelectricity (PSH) is a means of mass storage of power energy, and is used as a method of satisfying power loads for load balancing in a large power supply network. It has been operating in conjunction.
상기 양수 발전 방법은 주로 주ㆍ야간의 전력 수급의 차이를 이용하는 것이다. 즉, 부하가 낮은 심야에는 낮은 고도에 있는 물을 높은 고도에 있는 저수지로 퍼올려 위치 에너지의 형태로 저장하고, 주간의 높은 전기 수요가 있는 시간 동안은 상기 저장된 물을 발전기를 통해 방출하여 발전한다. The positive power generation method mainly uses the difference between the power supply and demand between day and night. In other words, during low-night nights, water at low altitudes is pumped to reservoirs at high altitudes and stored in the form of potential energy, while the stored water is discharged through generators during times of high electricity demand during the day. .
상기 양수 발전은 1890년대에 이태리와 스위스에서 시작되었으며, 미국에서도 1930년도부터 활용되기 시작했고, 우리나라는 1979년 건설된 청평 양수 발전소를 비롯하여 현재 총 7개의 양수 발전소가 운영되고 있다.The pumped power generation began in Italy and Switzerland in the 1890s, and began to be utilized in the United States in 1930. A total of seven pumped power plants, including the Cheongpyeong pumped-up power plant constructed in 1979, are currently operating.
이러한 양수 발전은 국가 규모 전력망의 부하 조절용의 에너지 저장 수단으로서는 경제성이 제일 뛰어나다고 할 수 있으며, 여타 개발중인 기술을 포함한 전 세계 전력 저장 설비 용량의 99%를 점유하고 있는 실정이다.This pumping power generation is said to be the most economical means of energy storage for load control in national grids, accounting for 99% of the world's power storage capacity, including other technologies under development.
2012년 3월 발행된 미국 전력연구소의 보고서에 의하면 세계의 총 양수 발전량은 127GW 으로서, 1000MW 용량의 화력 발전소 127개에 버금가는 규모이며, 양수 발전의 최대 장점은 전력 수요가 가장 낮은 심야의 전력을 저장하여, 오후 시간 전력수요가 가장 높을 때 전력을 공급함으로써 그에 해당하는 규모의 발전소 건설을 대체하여 줄 수 있다는 것이다.According to a report issued by the US Electricity Research Institute in March 2012, the world's total amount of pumped power is 127 GW, which is equivalent to 127 1000 MW thermal power plants. It can be saved and replaced when construction of a power plant of the corresponding size is provided by supplying electricity when the demand for afternoon power is highest.
근래 양수 발전 기술 개발의 추세는 전력망의 부하 조절용 에너지 저장 수단 외에 가변속 양수 발전 시스템 기술(Adjustable Speed Pumped Storage Generator)이 개발되어 전력망의 순간적 부하 불균형에 따라 야기되는 전력망 계통의 주파수 변동을 제어하며, 계통 전압을 안정화하는데 사용되고 있다. In recent years, the development of the positive power generation technology has been developed in addition to the energy storage means for load control of the power grid, an adjustable speed pumped storage generator (Advanced Speed Pumped Storage Generator) has been developed to control the frequency fluctuations of the power grid system caused by the instantaneous load imbalance of the power grid, It is used to stabilize the voltage.
따라서 양수 발전은 전력 공급의 변동성이 높은 풍력이나 태양광발전 등 신 재생에너지원이 비중이 높아가고 있는 국가들에게 유용하게 사용될 수 있는 기술이라고 할 수 있다.Thus, positive power generation is a technology that can be usefully used in countries where renewable energy sources such as wind and solar power generation, which are highly volatile in power supply, are increasing.
이러한 양수 발전으로 개발된 선행기술로는 아래의 특허문헌에 개시된 대한민국 공개특허공보 공개번호 제10-2012-0003791호(2012년01월11일 공개)의 "양수발전시스템"이 있다.The prior art developed by such a positive power generation is a "positive power generation system" of the Republic of Korea Patent Publication No. 10-2012-0003791 (published on Jan. 11, 2012) disclosed in the following patent document.
상기 선행기술은 물유입구를 통해 물 유입이 지속적으로 이루어지는 상부저수조, 상부저수조보다 낮은 위치에 설치되는 밀폐형 하부저수조, 상부저수조에서 송수관을 통해 하부저수조 쪽으로 떨어지는 수압으로 발전을 하는 종형튜블러터빈, 종형튜블러터빈과 연결되어 송수관 외부에 설치되는 발전기, 상부저수조에 설치되는 에어펌프의 공기를 하부저수조 내부로 공급하는 압축공기공급관, 하부저수조에 공급되는 물과 공기에 의해 하부저수조 상부에 형성되는 공기층, 공기층의 공기를 수압으로 포집하기 위해 하부저수조 상부에 설치되는 압축공기탱크, 하부저수조에 저장된 물을 수압에 의해 상부저수조로 양수하는 양수장치로 구성된 것이며, 압축공기에 의한 공기 유입으로 물의 밀도가 낮아지는 만큼 하부저수조로 물이 낙하 되면서 수압에 의해 발전기가 가동되게 한 것이다.The prior art is a vertical tubular turbine, vertical bellows to generate power to the water reservoir falling into the lower reservoir through the water pipe in the upper reservoir, the lower reservoir is installed at a lower position than the upper reservoir, the water inlet is continuously introduced through the water inlet Generator connected to tubular turbine outside, compressed air supply pipe for supplying air from air pump installed in upper reservoir into lower reservoir, air layer formed on lower reservoir by water and air supplied to lower reservoir Compressed air tank installed in the upper part of the lower reservoir to collect the air of the air layer by water pressure, and a pumping device that pumps the water stored in the lower reservoir to the upper reservoir by the hydraulic pressure. As water drops into the lower reservoir, By the generator.
[선행기술문헌][Preceding technical literature]
(특허문헌 1) 대한민국 공개특허공보 공개번호 제10-2012-0003791호(2012년01월11일 공개) "양수발전시스템"(Patent Document 1) Korean Unexamined Patent Publication No. 10-2012-0003791 (published Jan. 11, 2012) "Pumped Power Generation System"
상기한 양수 발전의 최대 취약점은 설비의 특성상 상부저수조나 하부저수조 주변에 물이 풍부하여야만 하고, 산처럼 자연적인 고도 차이가 있는 지역이 아닐 경우에는 상부저수조와 하부저수조 사이에 상당한 고도 차이가 있도록 설치하여야만 하므로 발전 시스템 설치비용이 과다하게 소요되는 문제점이 발생 될 수 있다.The greatest weakness of the above-mentioned pumping power generation is that the nature of the facility should be rich in water around the upper reservoir or the lower reservoir, and if there is no natural altitude difference such as mountains, it is installed so that there is a considerable altitude difference between the upper reservoir and the lower reservoir. Since the power generation system installation cost is excessively required, a problem may occur.
양수 발전의 에너지 대용량 저장성이나, 전력망의 부하 조정 및 전력망의 주파수를 안정하게 유지시킬 수 있는 기능 등의 장점들에도 불구하고, 상기의 지역적인 각종 제약은 수자원이 절대적으로 부족한 중동국가나 아프리카 또는 각종 환경적 제약이 심한 유럽과 미국 등에서 광범위하게 사용되기에는 힘든 실정이다.Despite the merits of energy mass storage of pumped power generation, the ability to adjust the load on the grid and to maintain the frequency of the grid stably, the above-mentioned local constraints remain in the Middle East, Africa, It is difficult to be widely used in Europe and the US where environmental constraints are severe.
이에 본 발명은 상기의 문제점을 개선하기 위해 개발된 것으로서, 본 발명의 목적은 주변의 산을 이용하여 두 개의 인공호수인 상부인공저수지와 하부인공저수지를 발전에 필요한 높이 차이가 있도록 만들되 발전에 필요한 물은 내륙 지방을 포함하여 인공저수지가 있는 곳까지 끌어 온 바닷물을 이용하고, 바닷물 이용시 발전설비의 부식 방지와 침전물의 생성을 방지하여 효과적인 발전이 이루어질 수 있는 바닷물을 이용한 양수 발전 시스템의 시공 방법 및 운전 방법을 제공하는데 있다.Therefore, the present invention was developed to improve the above problems, and an object of the present invention is to make the difference between the height required for the development of the two artificial lakes, the upper artificial reservoir and the lower artificial reservoir using the surrounding mountains, Method of constructing a pumping and power generation system using seawater that can effectively generate power by using seawater drawn to an artificial reservoir, including inland areas, and preventing corrosion of power generation facilities and generation of sediment when using seawater. It is to provide a driving method.
이와 같은 본 발명의 목적은 바닷물이 채워지며, 발전에 필요한 낙차 높이로 설치되는 상부인공저수지와 하부인공저수지; 전력량 고부하시는 상부인공저수지에서 떨어지는 바닷물로 발전하고, 잉여전력일 때는 하부인공저수지의 바닷물을 상부인공저수지로 공급하는 터빈과 모터로 이루어진 양수발전기; 양수발전기의 발전 전기를 승압시켜 전력망에 송전하고, 양수시는 전력망의 전력을 공급받는 송전/수전의 변전소; 취수구가 해안까지 연결된 해수공급관을 통해 바닷물을 인공저수지로 공급하고, 배수관을 통해 해수 농축물을 배출시키는 충ㆍ배수 겸용 라인; 충ㆍ배수 겸용 라인의 취수구측에 설치되어 바닷물의 이물질을 걸러주며, 관로에서 각종 해양 생물을 살균 제거하는 선박 평형수 처리 시스템;으로 이루어진 바닷물을 이용한 양수발전 시스템을 이용함으로써 달성될 수 있다.The object of the present invention is filled with seawater, the upper artificial reservoir and the lower artificial reservoir is installed at the drop height required for power generation; A high-power load is generated by the seawater falling from the upper artificial reservoir, and when surplus power, a positive generator consisting of a turbine and a motor for supplying the seawater of the lower artificial reservoir to the upper artificial reservoir; A substation of a power transmission / receiving power station that boosts the generated electricity of the positive power generator and transmits it to the electric power grid, and receives electric power of the electric power grid at the time of pumping; A filling / draining combined line for supplying seawater to an artificial reservoir through a seawater supply pipe connected to the inlet and discharging the seawater concentrate through a drainage pipe; The ballast water treatment system is installed at the intake side of the filling / drainage combined line to filter foreign matters and sterilizes and removes various marine life from the pipeline.
또한 바닷물이 저장되는 상부인공저수지와 하부인공저수지를 발전에 필요한 높이 단차와 저수 용량으로 시공하는 단계; 해수공급관을 통해 취수된 바닷물을 상,하부인공저수지로 공급하고, 배수관을 통해 해수 농축물을 배출시키도록 충ㆍ배수 겸용 라인을 시공하는 단계; 충ㆍ배수 겸용 라인의 취수구 측에 선박 평형수 처리 시스템을 시공하는 단계; 피크부하시 상부인공저수지에서 낙하되는 물로 발전하고, 잉여 전력시 하부인공저수지의 바닷물을 상부인공저수지로 공급할 수 있도록 터빈과 모터로 구성된 양수발전기를 시공하는 단계; 양수발전기의 발전 전기를 받아 승압 후 전력망에 송전하고, 잉여전력시 전력망 전력을 받아 양수발전기가 양수용으로 구동되게 하는 변전소 시공 단계;로 바닷물을 이용한 양수 발전 시스템의 시공방법을 구성함으로써 상기 목적 달성이 가능하다.In addition, constructing the upper artificial reservoir and the lower artificial reservoir in which the sea water is stored with a height step and a low capacity required for power generation; Supplying the seawater collected through the seawater supply pipe to the upper and lower artificial reservoirs, and constructing a combined filling and draining line to discharge the seawater concentrate through the drainage pipe; Constructing a ballast water treatment system on an intake side of a combined filling and draining line; Constructing a positive power generator comprising a turbine and a motor to generate water falling from the upper artificial reservoir at peak load, and supply seawater of the lower artificial reservoir to the upper artificial reservoir when surplus power is generated; The substation construction step of receiving the electricity generated by the pump generator and boosting it and then transmitting it to the electric power grid, and receiving the power grid power when the surplus power is used, thereby driving the pump generator for pumping; by constructing the construction method of the pump generator system using seawater, It is possible.
*또한 본 발명의 바닷물을 이용한 양수 발전 시스템 운전방법은, 충ㆍ배수 겸용 라인의 선박 평형수 처리 시스템을 통해 이물질 여과 및 살균 소독된 바닷물을 상부인공저수지에 필요한 수량으로 공급하는 단계; 전력량 고부하일 때는 양수와 발전 겸용의 양수발전기가 상부인공저수지에서 떨어지는 바닷물로 발전을 하고, 발전에 사용된 바닷물은 하부인공저수지로 모이도록 하는 단계; 잉여전력일 때는 상기 양수발전기로 하부인공저수지의 바닷물을 상부인공저수지로 재공급하는 단계; 발전하는 동안 자연 증발 등의 이유로 인한 감소로 저수용량 부족이 측정되면 여과 및 살균 소독된 바닷물을 간헐 보충하는 단계; 발전에 사용되는 바닷물의 용해물질 농축으로 인한 수질이 설정치 이하로 확인되면 충ㆍ배수 겸용 라인을 통해 농축 물질을 바닷물과 함께 배출시키고, 그 배출된 수량만큼 깨끗한 바닷물을 보충 공급하는 단계; 로 구성함으로써 달성될 수 있다.In addition, the method of operating a pumped power generation system using the sea water of the present invention, the step of supplying the required amount of water to the upper artificial reservoir through filtration and sterilization of foreign matter through the ballast water treatment system of the combined charge and drainage line; At the time of high load of electricity, the positive and negative power generators generate power from the upper artificial reservoir, and the seawater used for power generation is collected in the lower artificial reservoir; Re-supplying the seawater of the lower artificial reservoir to the upper artificial reservoir with surplus power; Intermittent replenishment of filtered and sterile seawater if low capacity deficit is measured due to a reduction due to reasons such as natural evaporation during power generation; When the water quality due to the concentration of dissolved substances in the seawater used for power generation is determined to be lower than or equal to a predetermined value, discharging the concentrated substance together with the seawater through a replenishing and draining combined line, and replenishing and supplying clean seawater as much as the discharged quantity; It can be achieved by configuring.
이러한 본 발명은 양수 발전에 사용되는 바닷물을 비교적 작은 구경의 파이프를 해안까지 설치하여 발전소 공사기간 중 충수 되게 한 것이므로 비교적 적은 공사비용으로도 물이 귀하고 바다에서 멀리 떨어진 사막지역이나 건조 내륙지방에서도 고도 차이만 있다면 손쉽게 설치하여 양수 발전이 가능한 효과가 있다.The present invention is to install a relatively small diameter pipe to the shore to fill the seawater used for pumping power generation during the construction of the power plant, so even in a desert area or a dry inland area where water is precious and relatively far from the sea If there is only the difference in altitude, there is an effect that can be easily installed and pumped power generation.
또한 바닷물을 계속 재사용으로 발생하는 증발이나 기타 자연 감소량 발생시 충수 라인을 통해 수시로 보충하게 되고, 지속된 증발로 인한 농축되는 염분이나 기타 금속 용해물은 필요시 충ㆍ배수 겸용 라인을 배수용으로 운용하여 바닷물의 농축과 침전물의 생성을 방지할 수 있는 것으로서, 충수 및 배수 라인의 설비 비용을 줄일 수 있고, 충수 및 배수 가동을 손쉽게 행할 수 있어 유지비가 저렴한 것이다.In the event of evaporation or other natural decreases caused by continuous reuse of seawater, it is supplemented from time to time through the filling line, and the concentrated salt or other metal melts from continuous evaporation can be used for drainage if necessary. As it is possible to prevent the concentration of seawater and the formation of sediment, it is possible to reduce the installation cost of the filling and draining line, and the maintenance cost is low because the filling and draining operation can be easily performed.
그리고 양수발전소 완공 전에 바닷물을 채우는 충수 기간을 충분히 갖으면서 누수 검사 등을 실시할 수 있고, 시운전에 따른 양수 발전 모드를 현지 사정에 맞추어 쉽게 행할 수 있으므로 시운전 기간을 최대한 단축할 수 있는 효과가 있다.In addition, it is possible to perform a leak test while having a sufficient water supply period to fill the seawater before the completion of the pumping power plant, and the pumping power generation mode according to the test operation can be easily performed according to local circumstances, thereby shortening the commissioning period.
도 1 은 본 발명이 실시된 양수 발전 시스템의 공정도를 일례로 보인 도면1 is a view showing an example of a process diagram of a positive power generation system embodying the present invention
도 2 는 본 발명의 양수 발전 시스템 시공과정을 보인 블록도2 is a block diagram showing a construction process of a positive power generation system of the present invention
이하에서는 본 발명의 목적을 효과적으로 달성할 수 있는 기술적 구성 및 작용을 바람직한 실시 예로 첨부한 도면에 의하여 상세히 설명하기로 한다.Hereinafter will be described in detail with reference to the accompanying drawings a preferred embodiment of the technical configuration and operation that can effectively achieve the object of the present invention.
도 1 은 본 발명에 의한 400MW 바닷물 양수 발전 공정을 일례로 보인 개요도로서, 이에 도시된 본 발명의 바닷물을 이용한 양수발전 시스템은, 채워진 바닷물을 발전에 필요한 낙차 높이에서 하부로 낙하시키는 상부인공저수지(10a); 발전에 필요한 낙차 높이가 유지되도록 상부인공저수지(10a) 하부에 설치되며, 상부인공저수지(10a)에서 떨어지는 바닷물을 받아 저장하는 하부인공저수지(10b);로 구성된다.1 is a schematic view showing an example of 400MW seawater pumping power generation process according to the present invention, the pumping power generation system using the seawater of the present invention, the upper artificial reservoir for dropping the filled seawater from the drop height required for power generation to the bottom ( 10a); It is installed under the upper artificial reservoir (10a) so that the drop height required for power generation is maintained, the lower artificial reservoir (10b) for receiving and storing sea water falling from the upper artificial reservoir (10a);
그리고 상부인공저수지(10a)와 하부인공저수지(10b) 사이에 설치되며, 전력량 고부하일 때는 상부인공저수지(10a)에서 떨어지는 바닷물로 발전을 하고, 잉여전력일 때는 하부인공저수지(10b)의 바닷물을 상부인공저수지(10a)로 공급하는 양수와 발전 겸용의 터빈(41)과 모터(42)로 이루어진 양수발전기(40); 양수발전기(40)에서 발전한 전기를 승압시켜 전력망(70)에 송전하고, 양수시에는 전력망(70)에서 전력을 공급받는 송전/수전의 변전소(50);로 구성됨을 특징으로 한다.And it is installed between the upper artificial reservoir (10a) and the lower artificial reservoir (10b), when the power amount is high load to generate the seawater falling from the upper artificial reservoir (10a), when the surplus power seawater of the lower artificial reservoir (10b)
그리고, 취수구(21a)가 해안까지 연결된 해수공급관(21)을 통해 취수된 바닷물을 하부인공저수지(10b)로 공급하고, 해수공급관(21) 일측에 연결된 배수관(22)을 통해 상부인공저수지(10a)와 하부인공저수지(10b)의 해수 농축물을 배출시키는 충ㆍ배수 겸용 라인(20); 충ㆍ배수 겸용 라인(20)의 취수구(21a)측에 설치되어 바닷물의 이물질을 여과하여 걸러주며, 관로에서 각종 해양 생물(해조류, 따개비 등의 기생물)을 살균하여 제거하는 선박 평형수 처리 시스템(30);이 구비됨을 특징으로 한다.In addition, the
여기서 도면 중 미설명 부호 (23)은 해수공급관(21)과 배수관(22)에 설치되는 밸브이다.In the drawings,
이러한 본 발명은 첨부된 도 1 의 공정도에서는 상부인공저수지(10a)와 하부인공저수지(10b) 간의 낙차를 200m로 하였으나, 위치에너지는 낙차의 거리에 정비례하기 때문에, 두 저수지간의 낙차가 클수록 필요한 저수용량은 비례적으로 줄어들 수 있으며, 이는 토목 공사비를 절감시키는 효과를 얻을 수 있다.In the process of FIG. 1, the present invention has a 200mm drop between the upper
양수 발전에 사용하기 위해 인공저수지에 저장되는 바닷물은 발전소 건설 초기에 해안에서 발전소 부지까지 설치된 해수공급관(21)으로 이루어진 파이프라인을 통하여 발전소건설 후 초기 시운전을 할 때까지 충수가 되게 한다.The seawater stored in the artificial reservoir for use in pumping power generation is flooded until the initial commissioning after construction of the plant through a pipeline consisting of
즉, 도 1 과 같이 낙차거리를 200m로 할 경우 상부인공저수지(10a)에 필요한 저수용량은 7백2십만 톤의 바닷물이 필요한데, 이는 해수공급관(21)으로 구경 12인치 내외의 파이프라인을 사용하면 약 12개월에 걸쳐서 충수 할 수 있는 용량이다.That is, when the drop distance is 200 m as shown in FIG. 1, the low water capacity required for the upper
그러므로 이를 이용하여 적어도 6개월 내지 12개월에 걸쳐서 양수발전소 가동 전까지 충수가 되도록 하면 되며, 이때 필요에 따라 파이프 구경을 키우거나 줄여서 충수에 필요한 기간을 가감할 수도 있다.Therefore, this can be used to add water for at least six to twelve months before the pumping station is operated. In this case, it is possible to increase or decrease the length of the water supply by increasing or decreasing the pipe diameter as necessary.
해안의 바닷물 취수구(21a) 부위에 근접 설치되는 선박용 평형수 처리시스템은 근래에 세계 해양협회 사양에 맞추어 개발 상용화되고 있는 기술로서, 침전물과 해조류나 해양 생물을 폐사시킨 바닷물을 여과 살균 정화하여 공급한다.The ballast water treatment system for ships installed near the seawater intake (21a) on the coast is a technology that has been developed and commercialized in accordance with the World Ocean Association's specifications in recent years. It supplies filtration, sterilization, purification, and purification of seawater that has lost sediments, algae, and marine life. .
이러한 본 발명의 바닷물을 이용한 양수발전 시스템은 하루중 전력 수요가 가장 적은 심야 시간대를 이용하여 변전소(50)를 통해 전력망(70)의 전기를 양수와 발전 겸용의 모터(42)와 터빈(41)으로 공급하면 하부인공저수지(10b)의 물은 펌핑되어 상부인공저수지(10a)로 충수 된다. The pumping power generation system using the seawater of the present invention pumps electricity of the
그 후, 전력수요가 급증하는 오후 시간대에 전력망(70)의 부하 조절이나 주파수 안정화 등 전력망(70)의 필요에 맞춰 발전을 하면 된다. Thereafter, in the afternoon time when the power demand is rapidly increasing, power generation may be performed in accordance with the needs of the
즉, 발전을 위해 상부인공저수지(10a)의 바닷물을 하부인공저수지(10b)로 낙하시키면 바닷물의 떨어지는 힘에 의해 터빈(41)과 모터(42)로 이루어진 양수발전기(40)에서 전기가 발전 되며, 이 발전 전기는 변전소(50)로 보내져 승압 된 후 전력망(70)으로 송전 되어 전력망(70)의 부하 조절 및 주파수 안정화를 이루게 된다.That is, when the seawater of the upper artificial reservoir (10a) to the lower artificial reservoir (10b) for power generation, electricity is generated in the
그리고, 이러한 폐 순환방식(Closed Loop)으로 매일 반복 운전을 하면 계속 증가되는 전력망(70)의 최대 부하(Peak Lood)를 위하여 추가로 설치해야 하는 가스 복합 발전소를 대체하는 환경친화적 신 재생에너지의 역활을 할 수 있으며, 이러한 가변속 양수 발전 시스템의 최대 장점은 전력망(70)의 안정적 운전을 보장해 주는데 큰 기여를 할 수 있다는 것이다.In addition, the role of environmentally friendly renewable energy to replace the gas-combined power plant, which must be additionally installed for the peak load of the
상기 양수 발전에 사용되는 바닷물은 계속 재사용하게 되면 증발이나 기타 이류로 자연 감소가 있게 되므로 간헐적으로 충수 하여 줄 필요가 있다. 이때의 충수는 상술한 바와 같이 취수구(21a)로 취수되는 바닷물을 선박 평형수 처리 시스템(30)에서 여과 살균 처리하고, 충ㆍ배수 겸용 라인(20)은 충수용으로 전환시키면 된다. 그러면 여과 살균 처리된 바닷물이 보충용으로 하부인공저수지(10b)로 공급된다.The seawater used in the pumped power generation is required to be intermittently supplemented since there is a natural decrease in evaporation or other advection if reused continuously. At this time, the water filling may be carried out by filtration sterilization treatment of the seawater taken into the
그리고, 바닷물의 계속된 증발은 사용되는 바닷물 속에 용존되어 있는 전해 물질들의 농축을 가져오게 되기 때문에 가끔 소량이나마 배출시켜야 한다. 이를 위해 상기 해수공급관(21) 측 밸브(23)는 잠그고 배수관(22) 측 밸브(23)를 열어주면 충ㆍ배수 겸용 라인(20)은 배수용으로 운용되며, 반대로 해수공급관(21)측의 밸브(23)는 열어주고 배수관측 밸브(23)를 닫아주면 충ㆍ배수 겸용 라인(20)은 충수용으로 운용된다.And, the continued evaporation of seawater often results in the concentration of electrolytes dissolved in the seawater used, and therefore only a small amount should be released. To this end, when the
상기와 같이 충ㆍ배수 겸용 라인(20)을 필요에 따라 배수용과 충수용의 겸용으로 사용하는 것이므로 각각의 라인을 별도로 설치하지 않고서도 인공저수지의 바닷물에 용해된 각종 물질을 배수관(22)을 통해 수시로 배출시켜 전해 물질들의 농축됨을 방지하고 필요한 수량의 깨끗한 바닷물을 수시로 충수 할 수 있으므로 시공비가 절감되고, 전해물질이 농축되지 않고 깨끗한 최적 상태의 바닷물을 사용하여 발전하므로 설비의 부식 방지와 발전 효율을 높일 수 있다.As described above, the combined use of the filling and draining
그리고, 하부인공저수지(10b)의 일측에는 수질검사소(60)를 구비하여 수량 및 수질을 계속 측정한 다음 적정한 양의 충수 및 배수를 해 줄 수 있도록 하는 것이 바람직하며, 바닷물을 충수 할 때 이물질을 여과하는 선박 평형수 처리 시스템(30)에는 필요시마다 밴지미다졸(benzimidazole)이나 이미다졸(imidazole) 등을 투입하는 화학첨가제 투입부를 구비하여 산화에 의한 부식 방지와 침전물의 생성을 억제할 수 있도록 하는 것이 바람직하다.In addition, one side of the lower artificial reservoir (10b) is provided with a water quality inspection station (60) to continuously measure the quantity and quality of water, and then to provide an appropriate amount of water supply and drainage, foreign matters when water is filled The ballast
도 2 는 본 발명의 양수 발전 시스템 시공과정을 보인 블록도로서, 이에 의해 본 발명의 바닷물을 이용한 양수 발전 시스템 시공 과정을 구체적으로 설명하면 다음과 같다.Figure 2 is a block diagram showing the construction process of the pumping power generation system of the present invention, where the construction of the pumping power generation system using the seawater of the present invention in detail as follows.
제1단계(상부인공저수지와 하부인공저수지 시공)Phase 1 (Construction of Upper Artificial Reservoir and Lower Artificial Reservoir)
이 제1단계(S100)는 주변의 바닷물을 끌어다가 저장하는 상부인공저수지(10a)와 하부인공저수지(10b)를 발전에 필요한 높이 단차가 유지되고, 필요한 저수 용량으로 시공하는 단계이다. This first step (S100) is a step of maintaining the height step required for power generation, maintaining the upper artificial reservoir (10a) and the lower artificial reservoir (10b) to draw and store the surrounding sea water, and to construct the required storage capacity.
여기서 상부인공저수지(10a)와 하부인공저수지(10b)의 저수용량은 낙차 높이에 정 비례하기 때문에, 이들 상ㆍ하부인공저수지간의 낙차가 클수록 필요한 저수용량은 아래의 [표1] 과 같이 줄어들며, 이들 인공저수지의 저수부위는 누수 되지 않도록 방수층이 구비되어야 한다.Here, since the storage capacity of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) is directly proportional to the free fall height, the larger the free fall between these upper and lower artificial reservoirs, the required storage capacity is reduced as shown in Table 1 below. The reservoir of these artificial reservoirs should be provided with a waterproof layer to prevent leakage.
상부인공저수지(10a)와 하부인공저수지(10b)의 토목공사는 두 저수지 모두 가장 경제적인 굴삭 방법으로 행할 수 있으나, 경우에 따라서는 콘크리트 표면 차수벽형 석괴 댐 등의 공사방법이나 기타 방법, 혹은 이들을 조합한 방법을 사용할 수 있다. 그리고 저수지의 저수부위 방수층으로는 차수성 및 내구성이 뛰어나고 경제성이 우수한 인공차수막(Geomembrane)을 시공하는 것이 바람직하다.Civil engineering of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) can be carried out by the most economical excavation method, but in some cases, the construction method or other methods, such as concrete surface water-repellent dam, or a combination thereof One method can be used. In addition, it is preferable to construct an artificial membrane (Geomembrane) excellent in the water repellency, durability and economical efficiency as the waterproof layer of the reservoir portion.
이러한 상부인공저수지(10a)와 하부인공저수지(10b)의 저수 용량은 서로 간의 낙차가 클수록 상기의 [표1]과 같이 비례적으로 줄어들도록 하는 것이 바람직하며, 이는 토목 공사비 절감으로 이어질 수 있다.The storage capacity of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) is preferably to be proportionally reduced as shown in the above [Table 1], the larger the drop between each other, which can lead to a reduction in civil construction cost.
*일례로, 400MW로 8시간 저장 양수발전소(낙차와 저수량의 관계: 약 80% 효율, 원통형 저수지로 가상)를 이루는 상부인공저수지(10a)와 하부인공저수지(10b)의 직경을 1.5km로 동일하게 형성하였을 때를 가정하여 설명하면, * For example, the upper artificial reservoir (10a) and the lower artificial reservoir (10b), which constitutes 8 hours of storage and pumping power plant (free fall and water storage: about 80% efficiency, virtually as a cylindrical reservoir), are equal to 1.5km in diameter. If it is assumed to be formed to explain,
- 낙차가 100m인 경우는 1천4백40만루배(㎥)의 저수용량이 필요하므로 저수 깊이는 8.2m 정도가 되어야 하며, -If the drop is 100m, the storage capacity should be about 8.4m since the storage capacity of 14.4 million rubles (㎥) is needed.
- 낙차가 200m인 경우는 약 7백2십만루배(㎥)의 저수용량이 필요하므로 저수 깊이는 4.1m 정도로 만들면 되고,-If the drop is 200m, the water storage capacity is about 7.2 million times (㎥), so the reservoir depth should be about 4.1m,
- 낙차가 300m인 경우는 약 4백8십만루배(㎥)의 저수용량이 필요하므로 저수 깊이는 2.7m 정도로 형성하면 된다.-If the drop is 300m, the water storage capacity is about 4.8 million times (㎥), so the reservoir depth should be about 2.7m.
여기서 상기 수치는 예를 들기 위한 것으로서, 실제 시공할 때의 설비는 지형적이나 경제적 조건 등에 의해 설계조건이 바뀔 수 있다.Here, the numerical values are given as examples, and the actual conditions of the installation may change the design conditions depending on the topography or the economic conditions.
제2단계(충ㆍ배수 겸용 라인 시공)2nd stage (construction and drainage line construction)
제2단계(S200)는 상부인공저수지(10a)와 하부인공저수지(10b)의 바닷물 공급 및 해수 농축물 배출을 겸용으로 할 수 있도록 상부인공저수지(10a)와 하부인공저수지(10b)에 충ㆍ배수 겸용 라인(20)을 시공하는 단계이다.The second step (S200) is filled and filled in the upper artificial reservoir (10a) and the lower artificial reservoir (10b) to combine the supply of seawater and discharge of seawater concentrate of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) It is a step of constructing the combined
상기 충ㆍ배수 겸용 라인(20)의 일단에 배수관(22)을 구비하고, 아래에서 언급되는 해수공급관(21)을 구비하여 충수 및 배수를 겸할 수 있도록 하는 단계이다.A
상부인공저수지(10a)와 하부인공저수지(10b)의 바닷물은 발전에 계속 사용하는 동안 증발이나 기타 이유로 자연 감소가 있으면 간헐적으로 보충을 해 주어야 하고, 특히 바닷물의 용해된 각종 물질들이 농축되어 수질이 나쁠 경우는 농축된 물질들을 배출시킨 후 깨끗한 바닷물을 보충해 주어야 하는데, 이때 상기 하나의 충ㆍ배수 겸용 라인(20)을 충수용과 배수용을 겸하는 용도로 사용할 수 있으므로 시공이 간편하여 공사기간을 단축시킬 수 있다.The seawater of the upper artificial reservoir (10a) and the lower artificial reservoir (10b) should be supplemented intermittently if there is a natural decrease due to evaporation or other reasons while continuing to use for power generation. If it is bad, it is necessary to replenish the clean sea water after discharging the concentrated materials. At this time, the single replenishment / drainage combined
제3단계(해안과 연결되는 해수공급관 시공단계)Step 3 (Construction stage of the seawater supply pipe connected to the coast)
제3단계(S300)는 내륙 지방을 포함하여 상기 상부인공저수지(10a)와 하부인공저수지(10b)가 설치된 곳으로 바닷물을 펌핑하여 끌어올 수 있도록 충ㆍ배수 겸용 라인(20)과 해안을 해수공급관(21)으로 연결하는 시공 단계이다.In the third step (S300), the seawater is combined with the replenishing and draining
제4단계(선박 평형수 처리시스템 시공)4th stage (Construction of ballast water treatment system)
제4단계(S400)는 공급되는 바닷물의 이물질 여과와, 관로에서 각종 해양 생물(해조류, 따개비 등의 기생물)을 살균하여 제거할 수 있도록 해수공급관(21)의 취수구(21a)측에 선박 평형수 처리 시스템(30)을 설치하는 단계이다.The fourth step (S400) is the ballast water on the
이러한 상기 선박 평형수 처리 시스템(30)을 시공할 때는 필요시마다 산화에 의한 부식 방지와 침전물의 생성을 억제할 수 있는 밴지미다졸(benzimidazole) 또는 이미다졸(imidazole)과 같은 첨가제를 투입할 수 있는 화학첨가제 투입부를 갖추는 과정을 포함할 수 있다. When the ballast
제5단계(양수발전기 시공)5th Stage (Construction of Pump Generator)
제5단계(S500)는 상부인공저수지(10a)와 하부인공저수지(10b) 사이에 양수와 발전 겸용의 터빈(41)과 모터(42)로 이루어진 양수발전기(40)를 시공하는 단계이다.The fifth step (S500) is a step of constructing a
상기 양수발전기(40)는 근래 개발되어 많이 사용되고 있는 가변속 양수 발전시스템 기술(Adjustable Speed Storage Generator)을 채택한 것으로서, 전력 소모가 최대인 전력량 고부하일 때는 상부인공저수지(10a)에서 떨어지는 바닷물로 발전을 하고, 전력량 저부하시로 잉여전력일 때는 하부인공저수지(10b)의 바닷물을 상부인공저수지(10a)로 공급하도록 되어 있다.The
상기 가변속 양수 발전시스템은 양수 운전시 부하 조정이 용이하고 발전 운전시 낙차 변동이나 경부하 등의 경우에 적응할 수 있는 운전 영역이 넓은 장점이 있다. 이러한 양수발전기(40)는 바닷물에 의한 부식을 방지하기 위해 특수철강의 재질로 만드는 것이 바람직하며, 필요에 따라 400MW급 1기 또는 200MW급 2기 등과 같이 다양하게 시공할 수 있다.The variable speed pumping power generation system has an advantage in that the driving range can be easily adjusted in the pumping operation and can be adapted to the case of free fall fluctuation or light load during the power generation operation. The
제6단계(송전/수전의 변전소 시공)6th step (Substation construction of transmission and reception)
제6단계(S600)는 송전/수전 겸용의 변전소(50)를 시공하는 단계이다.The sixth step (S600) is a step of constructing a
상기 송전/수전 겸용의 변전소(50)는 양수발전기(40)에서 전기를 발전하여 공급하면 그 전기를 받아서 승압시킨 후 전력망(70)에 송전하고, 양수시에는 전력망(70)의 전력을 양수발전기(40)에 공급하여 양수와 발전 겸용의 터빈(41)과 모터(42)가 구동되게 하는 것이다.The
제7단계(수질검사소 시공)The seventh step (water quality inspection station construction)
제7단계(S700)는 하부인공저수지(10b)의 바닷물 수량 및 수질을 측정하는 수질검사소(60)를 시공하는 단계이다.The seventh step (S700) is a step of constructing a water
그러면 하부인공저수지(10b)에 채워지는 바닷물의 양과 농축물에 의한 수질을 측정하여 수질은 괜찮은데 수량이 부족할 경우는 해수공급관(21)을 통해 충수를 해주고, 용해된 각종 물질의 농축과 침전으로 수질이 나쁠 경우에는 적정량의 바닷물을 배수관(22)으로 먼저 배수하여 농축과 침전된 물질을 배출시킨 다음 필요한 저수용량에 맞춰서 해수공급관(21)을 통해 충수를 하여주면 항시 발전에 필요한 수량 및 수질을 유지할 수 있어 양호한 발전이 될 수 있다.Then, the water quality is good by measuring the amount of seawater and the concentration of the seawater filled in the lower artificial reservoir (10b), but if the quantity is insufficient, the water is supplied through the seawater supply pipe (21), and the concentration and precipitation of dissolved various substances If this is bad, first drain the appropriate amount of seawater into the
*여기서, 바닷물이 귀한 사막이나 내륙지방에서도 상기 제2단계 내지 제4단계로 시공되는 충ㆍ배수 겸용 라인(20)과 해수공급관(21) 및 선박 평형수 처리 시스템(30)을 갖추기만 하면 바닷물을 사막이나 내륙지방까지 끌고 올 수 있으므로 어디에서나 본 발명의 양수 발전 시스템 시공이 용이한 것이다.* Here, if the sea water is precious in the desert or inland region, the sea water just need to have a filling and drainage combined line (20), seawater supply pipe (21) and the ballast water treatment system (30) that is constructed in the second to fourth stages Since it can be brought to the desert or inland, it is easy to construct the pumping power generation system of the present invention anywhere.
그리고 상기 충ㆍ배수 겸용 라인(20)과 선박 평형수 처리 시스템(30)은 발전소 공사 초기에 시작하여 양수발전소가 완공되기 6개월~12개월 전에 먼저 구비되도록 한다. 그러면, 양수발전소 건설이 완공되기 전에 6개월~12개월에 걸쳐서 인공저수지에 바닷물을 채우는 초기충수 기간을 갖게 된다.And the filling and drainage combined
이러한 초기충수 기간 때 상부인공저수지(10a)와 하부인공저수지(10b)에는 충ㆍ배수 겸용 라인(20)과 해수공급관(21)이 모두 연결되어 있으므로 초기 충수는 한 저수지의 저수 용량만큼을 둘 중 하나에만 채울 수도 있지만 양쪽 저수지에 절반씩 나누어 채우는 것이 바람직하다. 그러면 초기에 두 저수지 모두의 누수 검사 등을 실시할 수 있고, 또 시운전시 양수나 발전 모드를 현지 사정에 맞춰서 할 수 있는 장점이 있어 바람직하다고 할 수 있다.During this initial filling period, the upper
이러한 본 발명의 바닷물을 이용한 양수 발전 시스템을 구동시키는 운전 방법은 다음과 같다.The driving method for driving the pumped power generation system using the sea water of the present invention is as follows.
<제1단계> 발전을 위한 바닷물 공급<Stage 1> Supplying seawater for power generation
즉, 제 1 항 또는 제 2 항의 바닷물을 이용한 양수 발전 시스템을 이용하되 충ㆍ배수 겸용 라인(20)의 취수구(21a)측에 설치된 선박 평형수 처리 시스템(30)을 통해 이물질을 여과하고 각종 해양 생물을 살균 제거한 바닷물을 상부인공저수지(10a)에 직접 또는 하부인공저수지(10b)를 통해 발전에 필요한 수량으로 공급한다.That is, by using the pumping power generation system using the seawater of claim 1 or claim 2, the foreign matter is filtered through the ballast
<제2단계> 발전<Phase 2> Development
전력량 고부하일 때는 양수와 발전 겸용의 터빈(41)과 모터(42)로 이루어진 양수발전기(40)로 상부인공저수지(10a)에서 떨어지는 바닷물을 이용하여 발전을 하고, 발전에 사용된 바닷물은 하부인공저수지(10b)로 모이도록 한다.When the power load is high, the
<제3단계> 양수<Step 3> Pumping
전력 수요의 비수기로 잉여전력일 때는 양수와 발전 겸용의 터빈(41)과 모터(42)로 이루어진 양수발전기(40)를 가동시켜서 하부인공저수지(10b)의 바닷물을 발전에 필요한 수량만큼 상부인공저수지(10a)로 공급한다.When the surplus power is low due to low demand for electricity, the
<제4단계> 발전에 필요한 바닷물 간헐 보충<Step 4> Replenishing intermittent seawater needed for power generation
상부인공저수지(10a)와 하부인공저수지(10b)의 바닷물로 발전하고 양수하는 동안 자연 증발이나 기타 이유로 인한 감소량으로 인해 저수용량이 부족한 것으로 측정 확인되면 선박 평형수 처리 시스템(30)에서 여과 및 살균 소독된 바닷물을 충ㆍ배수 겸용 라인(20)의 해수공급관(21)을 통해 간헐적으로 보충해 준다.During the development and pumping into the seawater of the upper artificial reservoir (10a) and the lower artificial reservoir (10b), if it is determined that the low capacity is insufficient due to the reduction due to natural evaporation or other reasons, the filtration and sterilization in the ballast
상기 바닷물의 저수용량 측정은 수량을 측정하기 위해 구비한 수질검사소(60)에서 행하는 것이며, 이에 의해 적정 양의 충수를 보충해 줄 수 있다.The low water capacity measurement of the seawater is carried out in the water
<제5단계> 용해물질 농축된 바닷물의 배출과 보충<Step 5> Dissolving Substances Discharge and Replenish Concentrated Seawater
하부인공저수지(10b)에 저장된 바닷물의 수질을 측정하여 농축된 용해물질로 수질이 설정치 이하로 확인될 경우 충ㆍ배수 겸용 라인(20)의 배수관(22)을 통해 농축된 용해물질을 바닷물과 함께 필요 수량만큼 배출시키고, 그 배출된 수량만큼 선박 평형수 처리 시스템(30)에서 여과 및 살균 소독된 바닷물을 해수공급관(21)을 통해 공급한다.When the water quality of the seawater stored in the lower
상기 바닷물의 수질 측정은 수질을 측정하기 위해 구비한 수질검사소(60)에서 행하는 것이며, 이에 의해 필요시마다 적정 양의 배수 및 충수를 수시로 해 줄 수 있어 발전을 위한 바닷물을 항시 양질의 상태로 유지할 수 있다.The water quality measurement of the sea water is carried out in the water quality inspection station (60) provided to measure the water quality, whereby it is possible to give an appropriate amount of drainage and replenishment at any time, so that the water for power generation can always be maintained in a high quality state. have.
여기서 상기 제1단계와 제4단계 및 제5단계에서 선박 평형수 처리 시스템(30)을 통해 이물질 여과와 각종 해양 생물을 살균 제거하여 바닷물을 공급하는 과정은 산화에 의한 부식을 방지하고 침전물 생성을 억제하는 화학첨가제를 투입하는 과정이 포함될 수 있다. Here, in the first, fourth and fifth steps, the process of supplying seawater by filtration of foreign matters and various marine organisms through the ballast
[부호의 설명][Description of the code]
10a: 상부인공저수지 10b: 하부인공저수지10a: upper
20 : 충ㆍ배수 겸용 라인 21 : 해수공급관20: combined charge and drainage line 21: seawater supply pipe
21a: 취수구 22 : 배수관 21a: water inlet 22: drain pipe
23 : 밸브 30 : 선박 평형수 처리 시스템23
40 : 양수발전기 41 : 터빈40: pump generator 41: turbine
42 : 모터 50 : 변전소42: motor 50: substation
60 : 수질검사소 70 : 전력망60: water quality testing station 70: power grid
Claims (4)
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| KR1020160116394A KR101726242B1 (en) | 2016-09-09 | 2016-09-09 | Using seawater pumped storaged power construction method and operating of the system |
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| CN115877879A (en) * | 2022-11-28 | 2023-03-31 | 国网安徽省电力有限公司经济技术研究院 | Pumped storage power station operation intelligence management and control governing system based on coordinated development |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11122845A (en) * | 1997-10-09 | 1999-04-30 | Mitsubishi Heavy Ind Ltd | Pumping and drainage system for power generation |
| JP2008274769A (en) * | 2007-04-25 | 2008-11-13 | Central Res Inst Of Electric Power Ind | Power generation system |
| KR20110052330A (en) * | 2009-11-12 | 2011-05-18 | 현대중공업 주식회사 | Electrolyzed vessel ballast water treatment device containing alkali metal salt and carboxylic acid polymer |
| US9115009B2 (en) * | 2009-05-11 | 2015-08-25 | Trojan Technologies Inc. | Fluid treatment system |
| JP5768201B1 (en) * | 2015-03-09 | 2015-08-26 | 蔭山 次郎 | Renewable energy generation |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR20120003791A (en) | 2010-07-05 | 2012-01-11 | 정인명 | Pumped generation system |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11122845A (en) * | 1997-10-09 | 1999-04-30 | Mitsubishi Heavy Ind Ltd | Pumping and drainage system for power generation |
| JP2008274769A (en) * | 2007-04-25 | 2008-11-13 | Central Res Inst Of Electric Power Ind | Power generation system |
| US9115009B2 (en) * | 2009-05-11 | 2015-08-25 | Trojan Technologies Inc. | Fluid treatment system |
| KR20110052330A (en) * | 2009-11-12 | 2011-05-18 | 현대중공업 주식회사 | Electrolyzed vessel ballast water treatment device containing alkali metal salt and carboxylic acid polymer |
| JP5768201B1 (en) * | 2015-03-09 | 2015-08-26 | 蔭山 次郎 | Renewable energy generation |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115877879A (en) * | 2022-11-28 | 2023-03-31 | 国网安徽省电力有限公司经济技术研究院 | Pumped storage power station operation intelligence management and control governing system based on coordinated development |
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