WO2009062362A1 - Tidal power station and method of power generation using the same - Google Patents

Tidal power station and method of power generation using the same Download PDF

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Publication number
WO2009062362A1
WO2009062362A1 PCT/CN2007/071237 CN2007071237W WO2009062362A1 WO 2009062362 A1 WO2009062362 A1 WO 2009062362A1 CN 2007071237 W CN2007071237 W CN 2007071237W WO 2009062362 A1 WO2009062362 A1 WO 2009062362A1
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Prior art keywords
reservoir
water
gate
tide
tidal
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PCT/CN2007/071237
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French (fr)
Chinese (zh)
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Binyan Lin
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Binyan Lin
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Publication of WO2009062362A1 publication Critical patent/WO2009062362A1/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B9/00Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/08Tide or wave power plants
    • 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
    • Y02E10/30Energy from the sea, e.g. using wave energy or salinity gradient

Definitions

  • the present invention relates to a hydroelectric generating apparatus and a power generating method, and more particularly to a device utilizing tidal power generation and a tidal power generating method.
  • tidal energy can be once again regarded as a clean and renewable energy source in the world.
  • South Korea has invested heavily in building the total installed capacity from 2004.
  • the frog lake tidal power station in lOOOMw is just an example.
  • the first phase of the power station project of 260Mw can be completed and put into operation in 2008.
  • countries such as the United Kingdom, the Philippines, the United States and other resources are actively preparing for it.
  • the three major problems of economics, controllability of power quality and limitations of resources in the development of tidal power stations will remain the constraints of large-scale development of tidal energy.
  • the object of the present invention is to overcome the above-mentioned deficiencies and to provide a new tidal energy development mode and a universal working condition tidal power station using tidal energy for seawater tidal power generation.
  • the new tidal energy development mode which is to synthesize A and B reservoirs by using a dike method in a shallow or shallow sea, and correspondingly on the dike
  • the A and B banks there are inlet gates and outlet gates, and hydroelectric generating sets with favorable water level difference for power generation are installed on the banks between the A and B banks.
  • the method is to synthesize A and B reservoirs by using dikes combined with natural sea tops on shallow sea beaches, where A is the upper reservoir and B is the lower reservoir; it uses the tidal range of the astronomical tide fluctuations, through the A library.
  • the inlet gate of the inlet gate, the ordered control of the outlet of the B reservoir outlet gate, and the water level difference that can be controlled by the AB reservoir for power generation; the hydro-generator set installed between the AB reservoirs can be used as a grid-based base station or as a grid. In the peaking power station, it is also possible to arbitrarily select a combination of required power generation operating conditions between the above two operating conditions.
  • a versatile working condition tidal power station which comprises a large-area reservoir pool separated from the sea by a dike in a shallow or shallow sea, and the middle of the reservoir is partitioned into a relatively independent water storage by a bank
  • the A and B banks, the A and B reservoirs are respectively provided with at least one intake gate and one outlet gate on the dike facing the sea, and at least one utilization is constructed on the dike between the A and B reservoirs.
  • a hydroelectric generating unit that generates electricity by water level difference.
  • the dike is enclosed by a masonry dam, and the inlet gate and the outlet gate corresponding to the A and B reservoirs are respectively composed of a gate frame, a guide groove and a gate.
  • a unidirectional tubular turbine generator set is installed on the bank between the A bank and the B bank, and becomes a component of the bank
  • the A library is an upper storage, and the corresponding dike is provided with a water inlet gate, the B library is a lower storage, and the corresponding dike is provided with a water outlet gate, and the A library is also provided with a lifting Water equipment.
  • the invention changes the traditional development and operation mode of the tidal energy power station, and makes the development of tidal energy from the bay to the shallow sea become a reality, and expands the total amount of tidal energy resources that can be developed more than five times, so that the economics and power quality of the tidal energy development can be
  • the scalability of control and resource development has market development value, which helps to alleviate the full energy demand and the pressure of carbon dioxide emission reduction.
  • the invention has the following characteristics: First, the controllability of the power quality: According to the configuration of the AB library water volume adjustment capacity and the unit capacity, a plurality of power generation operating conditions can be combined; the power generation time is the longest, and the installed capacity is the smallest, and the unit The utilization time of kilowatt-day can be up to 24 hours; the power quality is the best, the peak-load energy is the most, the corresponding installed capacity is increased, and the power generation utilization time is reduced, which can replace the peak-shaving function of the energy storage power station; between the above two working conditions, It is also possible to combine the best configuration conditions of the economic benefits of the power station; the A and B reservoirs of the tidal power station can configure the ratio and installed capacity of the A and B reservoirs according to different needs, so that the power quality of the tidal power station can meet the grid load. Claim.
  • the electromechanical equipment is the main investment body of the tidal power station, accounting for 60% of the investment in the conventional tidal power station.
  • the power generation utilization hours of the AB tidal power station is 2-3 times that of the traditional tidal power generation, the same amount of resources
  • the installed capacity can be reduced by more than 50% compared with the traditional single-tidal tidal power station, which can greatly reduce the cost of unit energy investment, and its economy is obvious.
  • the third is the expansion of resources: Taking Zhejiang as an example, according to the results of the national marine census in the 1970s, the coastal sea area of -20.0m above the coast of Zhejiang Republic is 4851.4 square kilometers, and the total installed capacity of tidal energy can be developed to 891.39 million kw. 26.69 billion kwh, the exploitable resources are confined to the Gulf.
  • the site selected by the present invention is not bound by the bay, and the station can be built in the shallow sea.
  • the coastal shallow coastal water resources of Zhejiang are abundant.
  • the shallow sea area (including the bay) above the -20.0M contour line is 24,286, 9 square kilometers; the tidal energy reserves that can be developed are the total amount of the original census data. Five times the total amount of this resource is also 5.5 times the total amount of land-based hydropower resources in Zhejiang province. Therefore, the AB-tidal power station has a strong resource expansion.
  • the invention Compared with the prior art, the invention has the characteristics of long power generation time, low unit power cost, strong controllability of power quality, wide application area and high comprehensive development rate of resources. It not only highlights its commercial development value, but also enables the Chaoshan to develop a traditional concept of breaking through the Gulf resources and facing a huge shallow sea tide, which can help alleviate global energy demand and CO2 emission reduction pressure, and its social, economic and environmental benefits. inestimable.
  • Figure 1 is a schematic view of the structure of the present invention.
  • the novel tidal energy development mode of the present invention is to synthesize A and B reservoirs in a shallow or shallow sea by a dike method, and correspondingly on the dike
  • a and B banks there are inlet gates and outlet gates, and hydroelectric generating sets with favorable water level difference for power generation are installed on the banks between the A and B banks.
  • the hydroelectric generating unit begins.
  • the A reservoir inlet gate is closed, and the hydro-generator unit uses the water level difference between the A and B reservoirs to continue power generation; at this time, the water level of the B reservoir rises and the water level of the A reservoir decreases; Below the water level of the B reservoir, the B reservoir opens the drain and drains, so that the water level of the B reservoir decreases to the lowest tide level with the ebb tide, and the hydroelectric generating unit can continue to generate electricity until the high tide enters the next cycle.
  • the method according to the present invention is to synthesize A and B reservoirs on the shallow sea beach by using the dikes combined with the natural sea topography, wherein the A library is the upper pool and the B library is the lower storage; it utilizes the tide of the astronomical tide fluctuations. Poor, through the water inlet of the A reservoir, the order control of the water outlet of the B reservoir, and the water level difference that can be controlled by the AB library for power generation; the hydro-generator set installed between the AB banks can be used as the grid-based power station It can also be used as a power grid peaking power station, and it can also be used in the above two conditions. A combination of required power generation operating conditions can be arbitrarily selected.
  • a omnipotent tidal power station which comprises a large-area reservoir pool 1 separated from the sea by a dike in a shallow or shallow sea, the reservoir 1 In the middle, the bank A is separated into a relatively independent water storage A and B banks, and the A and B reservoirs facing the sea are respectively provided with at least one inlet gate 4 and one outlet gate 5, respectively, in the A bank. At least one hydroelectric generating set 6 that uses the water level difference to generate electricity is built on the bank 2 between the B and the B bank.
  • the dike 3 is enclosed by a masonry dam, and the inlet gate 4 and the outlet gate 5 corresponding to the A and B reservoirs are respectively composed of a gate frame, a guide groove and a gate.
  • the dam may be composed, in whole or in part, with a dam or shoreline 7.
  • a unidirectional tubular turbine generator unit 6 is installed on the bank 2 between the A and B banks and is a component of the bank.
  • the banks may be made manually or may be formed naturally in whole or in part.
  • the A library is an upper storage, and the corresponding dike is provided with a water inlet gate, the B library is a lower storage, and the corresponding dike is provided with a water outlet gate, and the A library can also be configured with Water lifting equipment, and converted into pumped storage power generation.
  • the principle of the A and B reservoir tidal power stations according to the present invention is the same as that of the pumped storage power station, and the difference is that: the AB reservoir tidal power station does not need to pump water, but uses the tidal level difference to flow into the water, and performs the water level difference between the two reservoirs. Control, to achieve the purpose of hydroelectric power generation. Techniques such as one-way tubular hydro-generator sets and their installation and use in accordance with the present invention are within the skill of the art, including gate technology, etc., and are not well described in the present invention.
  • the implementation is as follows: The site area is selected in the Sanmenwan sea area on the southeast coast of Zhejiang province.
  • the bay and shallow sea area of the -10m contour line is more than 3,100 square kilometers, of which the Sanmen Bay area is 775 square kilometers, of which the tidal flat area is 295 square meters.
  • the average water depth in the sea area is less than 10 meters.
  • Tidal characteristic parameters The tidal fluctuation of the sea area lasted 12 hours and 25 minutes, of which, the high tide was 5 hours and 51 minutes, the low tide was 6 hours and 34 minutes, the maximum tidal range was 7.75 meters, and the average tidal range was 4.25 meters.
  • the average tidal current rate was 0.73m per hour.
  • the average tide ebbing speed is 0.65 meters per hour.
  • the effective design tidal range in the planning stage is 4.0 meters.
  • Power generation characteristics index In order to simplify the analysis and calculation of complex tidal power generation characteristics, the equivalent water area comparison method is adopted. In this analysis and calculation, the sea area is 210 square kilometers, and the absolute tidal range is 4.0m.
  • the original single-bank conventional tidal power station design single-story area of 210 square kilometers, the highest water level of 4.0 meters, the minimum water level corresponding adjustment capacity of 525 million cubic meters, the minimum head of the power generation 1.5m maximum head according to the ebb tide rate and power generation water level joint calculation; design installed
  • the capacity is 400,000kw installed, the water generation capacity per hour is 120 million cubic meters, the water level drop rate of the reservoir is 0.571; the ebb tide rate is 0.605m, the starting water generation head 1.5mX1.07 ebb tide rate ratio, the actual power generation water consumption 4.6 Billion cubic meters, power generation capacity of 1.64 million degrees, annual power generation hours of 2993 hours.
  • the design of the AB library tidal power station of the present invention The total area of the AB library is 210 square kilometers, wherein the area of the A library is 110 square kilometers, the area of the B library is 100 square kilometers, and the capacity of the comprehensive equipment is 200,000 kw. According to the adjustment calculation, the highest water level in the A library is 4.0mi, and the lowest water level is 2.02m; the lowest water level in the B library is 0.0m, and the highest water level is 2.0m. The tidal level outside the reservoir rose to 1.7m, and the B reservoir level was 0.0m, and power generation began. The high tide to 4.0m unit generation time is 3.35 hours.
  • the unit began to generate electricity for 1.0 hour, and the water level of the A reservoir was reduced to 3.53m.
  • the water level of the B reservoir was increased to 2.00m and the power generation was stopped.
  • the required ebb tide time was 2.68 hours, and the power station downtime was 1.68 hours. From 2.0m to 0.0m, there are still 3.28 hours; the actual power generation time of the unit in the ebb tide process is 4.28 hours; the total tide generation time is 7.63 hours, the power generation per tidal is 15.26 million kw, and the annual power generation is 5570 hours.
  • the AB reservoir tidal power station has the following several advantages: First, the unit power cost can be greatly reduced.
  • the installed capacity of the AB library tidal power station is 50% of the installed capacity of the traditional single-tidal tidal power station.
  • the installed hours can be increased by 86.1%, the effective utilization rate of tidal energy resources can be reduced by 7%, and the investment in electromechanical equipment can be reduced by 100%. Since the electromechanical investment in China's Chaoshan Power Station is generally greater than that of civil construction, the unit power of conventional tidal power stations is high.
  • the B-ku tidal power station can reduce the mechanical and electrical investment by 50%, so that the unit energy investment index can be better than the indicators of the conventional tidal power station.
  • the comprehensive utilization of resources in the reservoir area is superior to the conventional single-chassis tidal power station.
  • the development of tidal power stations pays attention to the development and utilization of aquaculture and tourism resources in the reservoir area to improve comprehensive benefits.
  • the AB reservoir tidal power station has a maximum water level of 2.0 m lower than the highest astronomical tide, which is 2.0 m lower than the highest water level of the traditional tidal power station reservoir.
  • the tidal flats with a height difference of 2.0m along the gulf of the Baku area are exposed to the surface of the water and become a land for agro-ecological development.
  • This valuable land resource will completely change the production conditions and living environment of the residents of the B-ku, and its social benefits are enormous.
  • the third is to change the traditional concept of poor power quality in Chaoshan Power Station. Because the AB reservoir tidal power station has good adjustability, the same reservoir use area can determine the total installed capacity according to the grid power load requirements. The larger the installed capacity, the stronger the peak capacity. , so that the AB library tidal power station also has a network power peaking function.
  • the invention belongs to a new tidal power generation method. Since the tidal power generation technology has been quite mature, the installation of equipment such as a hydroelectric generating set is a conventional technical means, so those skilled in the art understand the basis of the present invention. The present invention can be easily implemented by combining common knowledge and related art.

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  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
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  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

A tidal power station includes a levee (3) for enclosing a reservoir A and a reservoir B, an isolation levee (2) located between the reservoir A and the reservoir B, and an inlet gate (4) and an outlet gate (5) provided corresponding to the reservoir A and the reservoir B on the levee (3). Turbogenerator units (N) that generate electric power making use of the water head are provided on the isolation levee (2). When the tide falls to the lowest tidal level, the outlet gate (5) of the reservoir B is closed; when the tide rises, the inlet gate (4) of the reservoir A is open, and the turbogenerator units (N) start to generate electric power upon the water head between the water levels in the reservoir A and the reservoir B reaches the minimum design productive head; when the tide reaches the maximum tidal level, the inlet gate (4) of the reservoir A is closed, and the turbogenerator units (N) keep on generating electric power in virtue of the water head between the reservoir A and the reservoir B, whilst the water level rises in reservoir B and falls in reservoir A; when the water level in reservoir B is higher than the tidal fall, the outlet gate (5) of reservoir B is open , and the water level in reservoir B drops so that the turbogenerator units (N) are capable of generating electric power till the start of the next cycle of ebb and flow.

Description

说 明 书  Description
一种潮汐电站及其发电方法  Tidal power station and power generation method thereof
技术领域 Technical field
本发明涉及的是一种水力发电装置及发电方法, 尤其是一种利用潮汐发电的装置及潮 汐发电方法。  The present invention relates to a hydroelectric generating apparatus and a power generating method, and more particularly to a device utilizing tidal power generation and a tidal power generating method.
背景技术 Background technique
潮汐能的开发已有半个世纪的历史, 传统的潮汐能开发都是利用海湾, 在其口门处筑 坝建站。 这种海湾型单库潮汐电站存在着发电时间短、 电能质量差, 单位电能造价高等弊 端, 因此, 至今在全球只有 60— 80年代建造的法国朗斯潮汐电站, 装机 20万 kw; 中国江 夏潮汐电站, 装机 3000kw; 加拿大安纳波利斯等三座, 以后直至二十世纪末均无建树, 究 其原因, 一是经济性, 二是电能质量的可控性, 三是海湾可开发潮汐能资源的局限性还都 不具备市场开发价值。进入二十一世纪后, 由于受石油危机的影响和二氧化碳减排的压力, 潮汐能作为一种洁净可再能源而再次被世界各国所重视。 韩国举巨资从 04年开始兴建总 装机规模 lOOOMw的青蛙湖潮汐电站就好是一个例证, 该电站一期工程 260Mw装机可在 08年建成投产。 目前, 英国、 菲律宾、 美国等其它资源的国家都在积极筹备之中。 但是, 潮汐电站开发中的经济性、 电能质量的可控性和资源的局限性这三大问题, 仍将是潮汐能 大规模开发制约因素。  The development of tidal energy has a history of half a century. The traditional tidal energy development is to use the bay to build a dam at its mouth. This type of bay-type single-tidal tidal power station has shortcomings such as short power generation time, poor power quality, and high unit cost. Therefore, the French Longs tidal power station, which was built only in the 60s-80s in the world, has installed 200,000 kw; Power station, installed capacity 3000kw; Canada Annapolis and other three, after the end of the 20th century, there is no tree, the reasons, first, economic, second, the controllability of power quality, and third, the Gulf can develop tidal energy resources The limitations of this are not yet of market development value. After entering the 21st century, due to the impact of the oil crisis and the pressure of carbon dioxide emission reduction, tidal energy can be once again regarded as a clean and renewable energy source in the world. South Korea has invested heavily in building the total installed capacity from 2004. The frog lake tidal power station in lOOOMw is just an example. The first phase of the power station project of 260Mw can be completed and put into operation in 2008. At present, countries such as the United Kingdom, the Philippines, the United States and other resources are actively preparing for it. However, the three major problems of economics, controllability of power quality and limitations of resources in the development of tidal power stations will remain the constraints of large-scale development of tidal energy.
发明内容 Summary of the invention
本发明的目的在于克服上述存在的不足, 而提供一种利用潮汐能源进行海水潮汐发电 的新型潮汐能开发模式及万能工况潮汐电站。  The object of the present invention is to overcome the above-mentioned deficiencies and to provide a new tidal energy development mode and a universal working condition tidal power station using tidal energy for seawater tidal power generation.
本发明的目的是通过如下技术方案来完成的, 所述的新型潮汐能开发模式, 该模式是 在浅滩或浅海上用围堤方法围合成 A、 B两蓄水库, 并在围堤上对应于 A库和 B库设置有 进水闸门和出水闸门,在 A库和 B库之间的隔堤上安装有利用水位差进行发电的水轮发电 机组, 当天文潮退至最低潮位时, 对应于 B库的出水闸门关闸, 等待涨潮; 当涨潮时, A 库进水闸门打开进水, 且其水位达到 B库与 A库水位差至发电最小设计水头差以上时,水 轮发电机组开始发电; 当天文潮涨至最高潮位时, A库进水闸门关闭, 水轮发电机组利用 A、 B库水位差继续发电; 此时, B库水位上升, A库水位下降; 当退潮潮位退至低于 B 库水位以下时, B库开间泄水, 使 B库水位随退潮降至最低潮位, 水轮发电机组仍可继续 发电直至涨潮进入下一个轮回。 The object of the present invention is achieved by the following technical solution, the new tidal energy development mode, which is to synthesize A and B reservoirs by using a dike method in a shallow or shallow sea, and correspondingly on the dike In the A and B banks, there are inlet gates and outlet gates, and hydroelectric generating sets with favorable water level difference for power generation are installed on the banks between the A and B banks. When the tide drops to the lowest tide level, the corresponding The outlet gate of the B library is closed, waiting for the high tide; when the tide rises, the inlet of the A reservoir opens the water, and the water level reaches the difference between the water level of the B bank and the A reservoir to the minimum design head difference of the power generation, the hydroelectric generating unit begins. Power generation; When the tide of the day rises to the highest tide level, the A reservoir inlet gate is closed, and the hydro-generator unit uses the water level difference between the A and B reservoirs to continue power generation; at this time, the water level of the B reservoir rises and the water level of the A reservoir decreases; When the water level is lower than the B reservoir level, the water in the B reservoir is drained, so that the water level in the B reservoir is reduced to the lowest tide level with the ebb tide, and the hydroelectric generating unit can continue. Power generation until the high tide enters the next cycle.
该方法是在浅海海滩上用围堤结合自然海域地形围合成 A、 B两蓄水库, 其中 A库为 上库, B库为下库; 它利用天文潮涨落的潮差, 通过 A库进水闸门进水, B库出水闸门出 水的有序控制, 利用 AB库可调控的水位差进行发电; 在 AB库之间安装的水轮发电机组 既可作为电网基荷电站, 也可以作为电网调峰电站, 还可以在上述两种工况之间任意选择 所需发电运行工况的组合。  The method is to synthesize A and B reservoirs by using dikes combined with natural sea tops on shallow sea beaches, where A is the upper reservoir and B is the lower reservoir; it uses the tidal range of the astronomical tide fluctuations, through the A library. The inlet gate of the inlet gate, the ordered control of the outlet of the B reservoir outlet gate, and the water level difference that can be controlled by the AB reservoir for power generation; the hydro-generator set installed between the AB reservoirs can be used as a grid-based base station or as a grid. In the peaking power station, it is also possible to arbitrarily select a combination of required power generation operating conditions between the above two operating conditions.
一种万能工况潮汐电站, 该电站包括在浅滩或浅海上用围堤围合成一与大海隔离的、 大面积的蓄水库池, 该蓄水库池的中间用隔堤隔成相对独立蓄水的 A库和 B库, A、 B两 库面向大海的围堤上分别设置有至少一个进水闸门和一个出水闸门,而在 A库和 B库之间 的隔堤上建造有至少一台利用水位差进行发电的水轮发电机组。  A versatile working condition tidal power station, which comprises a large-area reservoir pool separated from the sea by a dike in a shallow or shallow sea, and the middle of the reservoir is partitioned into a relatively independent water storage by a bank The A and B banks, the A and B reservoirs are respectively provided with at least one intake gate and one outlet gate on the dike facing the sea, and at least one utilization is constructed on the dike between the A and B reservoirs. A hydroelectric generating unit that generates electricity by water level difference.
所述的围堤是由砌筑堤坝围合而成,对应于 A库和 B库围堤上设置的进水闸门和出水 闸门分别由闸门架、 导闸槽以及闸门构成并可控。  The dike is enclosed by a masonry dam, and the inlet gate and the outlet gate corresponding to the A and B reservoirs are respectively composed of a gate frame, a guide groove and a gate.
所述的 A库和 B库之间的隔堤上安装有单向贯流式水轮发电机组,并成为隔堤的组成 部分  A unidirectional tubular turbine generator set is installed on the bank between the A bank and the B bank, and becomes a component of the bank
所述的 A库为上库, 其对应的围堤上设置有进水闸门, 所述的 B库为下库, 其对应的 围堤上设置有出水闸门, 所述的 A库还配置有提水设备。  The A library is an upper storage, and the corresponding dike is provided with a water inlet gate, the B library is a lower storage, and the corresponding dike is provided with a water outlet gate, and the A library is also provided with a lifting Water equipment.
本发明改变了潮汐能电站传统的开发和运行模式, 使潮汐能开发由海湾走向浅海成为 现实, 使可开发潮汐能资源总量拓展 5倍以上, 使潮汐能开发的经济性、 电能质量的可控 性以及资源开发的拓展性具备了市场开发价值, 有助于缓解全能源需求和二氧化碳减排压 力。  The invention changes the traditional development and operation mode of the tidal energy power station, and makes the development of tidal energy from the bay to the shallow sea become a reality, and expands the total amount of tidal energy resources that can be developed more than five times, so that the economics and power quality of the tidal energy development can be The scalability of control and resource development has market development value, which helps to alleviate the full energy demand and the pressure of carbon dioxide emission reduction.
本发明具有如下几个特性, 一是电能质量的可控性: 根据 AB库水量调节能力和机组 容量的配置, 可组合多种发电运行工况; 它发电时间最长, 装机容量最小, 而单位千瓦日 利用小时最高可达 24 小时; 电能质量最好, 峰荷电能最多, 相应加大装机容量, 降低发 电利用小时, 可替代蓄能电站调峰功能; 介于上述两种工况之间, 也可组合电站经济效益 最好配置工况; 所述的 A、 B库潮汐电站可根据不同需求来配置 A、 B库库容的配比和装 机容量, 可使潮汐电站的电能质量满足电网负荷的要求。  The invention has the following characteristics: First, the controllability of the power quality: According to the configuration of the AB library water volume adjustment capacity and the unit capacity, a plurality of power generation operating conditions can be combined; the power generation time is the longest, and the installed capacity is the smallest, and the unit The utilization time of kilowatt-day can be up to 24 hours; the power quality is the best, the peak-load energy is the most, the corresponding installed capacity is increased, and the power generation utilization time is reduced, which can replace the peak-shaving function of the energy storage power station; between the above two working conditions, It is also possible to combine the best configuration conditions of the economic benefits of the power station; the A and B reservoirs of the tidal power station can configure the ratio and installed capacity of the A and B reservoirs according to different needs, so that the power quality of the tidal power station can meet the grid load. Claim.
二是造价的经济性: 由于潮汐电站是低水头大直径贯流式水轮机组, 又需要特种钢材 和特种涂料保护, 因此, 机电设备是潮汐电站的投资主体, 约占常规潮汐电站投资的 60% 以上; AB库潮汐电站的发电利用小时是传统潮汐发电利用小时的 2— 3倍, 同等资源量的 装机容量可比传统单库潮汐电站减少 50%以上, 可大幅度降低单位电能投资的造价, 其经 济性显而易见。 Second, the economics of cost: Since the tidal power station is a low-head large-diameter tubular turbine and requires special steel and special paint protection, the electromechanical equipment is the main investment body of the tidal power station, accounting for 60% of the investment in the conventional tidal power station. Above; the power generation utilization hours of the AB tidal power station is 2-3 times that of the traditional tidal power generation, the same amount of resources The installed capacity can be reduced by more than 50% compared with the traditional single-tidal tidal power station, which can greatly reduce the cost of unit energy investment, and its economy is obvious.
三是资源的拓展性: 以浙江为例, 据七十年代全国海洋能普查成果, 浙江沿海 -20.0m 以上海湾海域面积 4851.4平方公里, 潮汐能可开发总装机容量 891.39万 kw, 年可发电量 266.9亿 kwh, 可开发资源局限在海湾海域。本发明所选的站址已不受海湾的约束, 可以在 浅海上围湖建站。浙江沿海近滩浅海资源丰富, 根据 1985年全国海岸带调查资料, -20.0M 等高线以上浅海面积 (包括海湾) 为 24286, 9平方公里; 可开发潮汐能蕰藏量是原普查 资料总量的 5倍, 这一资源总量也是浙江省陆域水电资源可开发总量的 5.5倍, 因此 AB 库潮汐电站具有很强的资源的拓展性。  The third is the expansion of resources: Taking Zhejiang as an example, according to the results of the national marine census in the 1970s, the coastal sea area of -20.0m above the coast of Zhejiang Province is 4851.4 square kilometers, and the total installed capacity of tidal energy can be developed to 891.39 million kw. 26.69 billion kwh, the exploitable resources are confined to the Gulf. The site selected by the present invention is not bound by the bay, and the station can be built in the shallow sea. The coastal shallow coastal water resources of Zhejiang are abundant. According to the national coastal zone survey data in 1985, the shallow sea area (including the bay) above the -20.0M contour line is 24,286, 9 square kilometers; the tidal energy reserves that can be developed are the total amount of the original census data. Five times the total amount of this resource is also 5.5 times the total amount of land-based hydropower resources in Zhejiang Province. Therefore, the AB-tidal power station has a strong resource expansion.
本发明与现有技术相比, 具有发电时间长, 单位电能造价低, 电能质量可控性强, 建 站适用面宽, 资源综合开发率高等特点。 不仅能突显出其商业开发价值, 并使潮汐能开发 突破海湾资源的传统理念而面向巨大的浅海潮汐能, 有助于缓解全球能源需求和二氧化碳 减排压力, 其社会效益、 经济效益和环境效益不可估量。  Compared with the prior art, the invention has the characteristics of long power generation time, low unit power cost, strong controllability of power quality, wide application area and high comprehensive development rate of resources. It not only highlights its commercial development value, but also enables the Chaoshan to develop a traditional concept of breaking through the Gulf resources and facing a huge shallow sea tide, which can help alleviate global energy demand and CO2 emission reduction pressure, and its social, economic and environmental benefits. inestimable.
附图说明 DRAWINGS
图 1是本发明的结构示意图。  Figure 1 is a schematic view of the structure of the present invention.
具体实施方式 detailed description
下面将结合附图对本发明作详细的介绍: 本发明所述的新型潮汐能开发模式, 它是在 浅滩或浅海上用围堤方法围合成 A、 B两蓄水库, 并在围堤上对应于 A库和 B库设置有进 水闸门和出水闸门,在 A库和 B库之间的隔堤上安装有利用水位差进行发电的水轮发电机 组, 当天文潮退至最低潮位时, 对应于 B库的出水闸门关闸, 等待涨潮; 当涨潮时, A库 进水闸门打开进水, 且其水位达到 B库与 A库水位差至发电最小设计水头差以上时,水轮 发电机组开始发电; 当天文潮涨至最高潮位时, A库进水闸门关闭, 水轮发电机组利用 A、 B库水位差继续发电; 此时, B库水位上升, A库水位下降; 当退潮潮位退至低于 B库水 位以下时, B库开闸泄水, 使 B库水位随退潮降至最低潮位, 水轮发电机组仍可继续发电 直至涨潮进入下一个轮回。  The present invention will be described in detail below with reference to the accompanying drawings: The novel tidal energy development mode of the present invention is to synthesize A and B reservoirs in a shallow or shallow sea by a dike method, and correspondingly on the dike In the A and B banks, there are inlet gates and outlet gates, and hydroelectric generating sets with favorable water level difference for power generation are installed on the banks between the A and B banks. When the tide drops to the lowest tide level, the corresponding The outlet gate of the B library is closed, waiting for the high tide; when the tide rises, the A reservoir inlet gate opens the water inlet, and the water level reaches the difference between the water level of the B bank and the A reservoir to the minimum design head difference of the power generation, the hydroelectric generating unit begins. Power generation; When the tide of the day rises to the highest tide level, the A reservoir inlet gate is closed, and the hydro-generator unit uses the water level difference between the A and B reservoirs to continue power generation; at this time, the water level of the B reservoir rises and the water level of the A reservoir decreases; Below the water level of the B reservoir, the B reservoir opens the drain and drains, so that the water level of the B reservoir decreases to the lowest tide level with the ebb tide, and the hydroelectric generating unit can continue to generate electricity until the high tide enters the next cycle.
本发明所述的方法, 是在浅海海滩上用围堤结合自然海域地形围合成 A、 B两蓄水库, 其中 A库为上库, B库为下库; 它利用天文潮涨落的潮差, 通过 A库进水闸门进水, B库 出水闸门出水的有序控制, 利用 AB库可调控的水位差进行发电; 在 AB库之间安装的水 轮发电机组既可作为电网基荷电站, 也可以作为电网调峰电站, 还可以在上述两种工况之 间任意选择所需发电运行工况的组合。 The method according to the present invention is to synthesize A and B reservoirs on the shallow sea beach by using the dikes combined with the natural sea topography, wherein the A library is the upper pool and the B library is the lower storage; it utilizes the tide of the astronomical tide fluctuations. Poor, through the water inlet of the A reservoir, the order control of the water outlet of the B reservoir, and the water level difference that can be controlled by the AB library for power generation; the hydro-generator set installed between the AB banks can be used as the grid-based power station It can also be used as a power grid peaking power station, and it can also be used in the above two conditions. A combination of required power generation operating conditions can be arbitrarily selected.
附图 1所示, 本发明所述的万能工况潮汐电站, 该电站包括在浅滩或浅海上用围堤围 合成一与大海隔离的、 大面积的蓄水库池 1, 该蓄水库池 1的中间用隔堤 2隔成相对独立 蓄水的 A库和 B库, A、 B两库面向大海的围堤 3上分别设置有至少一个进水闸门 4和一 个出水闸门 5, 而在 A库和 B库之间的隔堤 2上建造有至少一台利用水位差进行发电的水 轮发电机组 6。  1 is a omnipotent tidal power station according to the present invention, which comprises a large-area reservoir pool 1 separated from the sea by a dike in a shallow or shallow sea, the reservoir 1 In the middle, the bank A is separated into a relatively independent water storage A and B banks, and the A and B reservoirs facing the sea are respectively provided with at least one inlet gate 4 and one outlet gate 5, respectively, in the A bank. At least one hydroelectric generating set 6 that uses the water level difference to generate electricity is built on the bank 2 between the B and the B bank.
所述的围堤 3是由砌筑堤坝围合而成, 对应于 A库和 B库围堤上设置的进水闸门 4 和出水闸门 5分别由闸门架、 导闸槽以及闸门构成并可控。 所述的围堤可以全部或部分利 用堤坝或岸线 7组成。  The dike 3 is enclosed by a masonry dam, and the inlet gate 4 and the outlet gate 5 corresponding to the A and B reservoirs are respectively composed of a gate frame, a guide groove and a gate. . The dam may be composed, in whole or in part, with a dam or shoreline 7.
所述的 A库和 B库之间的隔堤 2上安装有单向贯流式水轮发电机组 6, 并成为隔堤的 组成部分。 所述的隔堤可以人工制作, 也可全部或部分利用自然形成。  A unidirectional tubular turbine generator unit 6 is installed on the bank 2 between the A and B banks and is a component of the bank. The banks may be made manually or may be formed naturally in whole or in part.
所述的 A库为上库, 其对应的围堤上设置有进水闸门, 所述的 B库为下库, 其对应的 围堤上设置有出水闸门, 所述的 A库还可以配置有提水设备, 并变换成抽水蓄能发电。  The A library is an upper storage, and the corresponding dike is provided with a water inlet gate, the B library is a lower storage, and the corresponding dike is provided with a water outlet gate, and the A library can also be configured with Water lifting equipment, and converted into pumped storage power generation.
本发明所述的 A、 B库潮汐电站的原理与抽水蓄能电站相同, 所不同的是: AB库潮 汐电站不用抽水, 而是利用潮位差自流进水, 并对两库内的水位差进行控制, 达到水轮发 电的目的。 本发明所涉及的诸如单向贯流式水轮发电机组及其安装和使用等技术均属于公 知技术范围, 包括闸门技术等, 凡本发明未进行详细阐述的均为公知的常规技术内容。  The principle of the A and B reservoir tidal power stations according to the present invention is the same as that of the pumped storage power station, and the difference is that: the AB reservoir tidal power station does not need to pump water, but uses the tidal level difference to flow into the water, and performs the water level difference between the two reservoirs. Control, to achieve the purpose of hydroelectric power generation. Techniques such as one-way tubular hydro-generator sets and their installation and use in accordance with the present invention are within the skill of the art, including gate technology, etc., and are not well described in the present invention.
实施例如下: 站址区域选择在浙江省东南沿海的三门湾海区, -10m等高线的海湾及浅 海面积 3100余平方公里, 其中三门湾海湾面积 775平方公里, 其中潮滩面积 295平方公 里, 海区平均水深小于 10米。  The implementation is as follows: The site area is selected in the Sanmenwan sea area on the southeast coast of Zhejiang Province. The bay and shallow sea area of the -10m contour line is more than 3,100 square kilometers, of which the Sanmen Bay area is 775 square kilometers, of which the tidal flat area is 295 square meters. Kilometers, the average water depth in the sea area is less than 10 meters.
潮汐特性参数: 该海域潮汐涨落潮历时 12小时 25分, 其中, 涨潮 5小时 51分, 退 潮 6小时 34分, 最大潮差 7.75米, 平均潮差 4.25米; 潮位平均涨速每小时 0.73m, 潮位 平均退潮速度每小时 0.65米, 规划阶段有效设计潮差取用 4.0米。  Tidal characteristic parameters: The tidal fluctuation of the sea area lasted 12 hours and 25 minutes, of which, the high tide was 5 hours and 51 minutes, the low tide was 6 hours and 34 minutes, the maximum tidal range was 7.75 meters, and the average tidal range was 4.25 meters. The average tidal current rate was 0.73m per hour. The average tide ebbing speed is 0.65 meters per hour. The effective design tidal range in the planning stage is 4.0 meters.
发电特征指标: 为简化复杂潮汐发电特征指标的分析计算, 采用等水域面积对比法。 本次 分析计算, 设定海域使用面积 210平方公里, 设计绝对潮差 4.0m。 Power generation characteristics index: In order to simplify the analysis and calculation of complex tidal power generation characteristics, the equivalent water area comparison method is adopted. In this analysis and calculation, the sea area is 210 square kilometers, and the absolute tidal range is 4.0m.
原单库常规潮汐电站的设计: 单库面积 210平方公里, 最高水位 4.0米, 最低水位相 应调节库容 5.25亿立方米, 发电最小水头 1.5m最大水头根据退潮速率与发电落水位联调 计算; 设计装机容量为 40万 kw装机, 每小时发电水量 1.2亿立方米, 水库水位下降速率 为 0.571 ; 退潮速率为 0.605m, 启动发电水头 1.5mX1.07退潮速率比, 实际发电用水量 4.6 亿立方米, 可发电量 164万度, 年发电利用小时 2993小时。 The original single-bank conventional tidal power station design: single-story area of 210 square kilometers, the highest water level of 4.0 meters, the minimum water level corresponding adjustment capacity of 525 million cubic meters, the minimum head of the power generation 1.5m maximum head according to the ebb tide rate and power generation water level joint calculation; design installed The capacity is 400,000kw installed, the water generation capacity per hour is 120 million cubic meters, the water level drop rate of the reservoir is 0.571; the ebb tide rate is 0.605m, the starting water generation head 1.5mX1.07 ebb tide rate ratio, the actual power generation water consumption 4.6 Billion cubic meters, power generation capacity of 1.64 million degrees, annual power generation hours of 2993 hours.
本发明 AB库潮汐电站的设计: AB库总面积 210平方公里, 其中设定 A库面积 110 平方公里, B库面积 100平方公里;综装机容量 20万 kw。经调节计算, A库最高水位 4.0mi, 最低水位 2.02m; B库最低水位 0.0m,最高水位 2.0m。库外潮位涨至 1.7m, B库水位 0.0m, 开始发电。涨潮至 4.0m机组发电时间为 3.35小时。开始退潮机组继续发电 1.0小时, 使 A 库水位降至 3.53m, B库水位涨至 2.00m后停止发电; 当库外潮位退至 2.00m所需退潮时 间 2.68小时, 电站停机时间 1.68小时; 潮位从 2.0m退至 0.0m尚有 3.28小时; 退潮过程 机组实际可发电时间为 4.28小时; 全潮发电时间总长 7.63小时, 每潮可发电量为 152.6万 kw, 年发电利用 5570小时。  The design of the AB library tidal power station of the present invention: The total area of the AB library is 210 square kilometers, wherein the area of the A library is 110 square kilometers, the area of the B library is 100 square kilometers, and the capacity of the comprehensive equipment is 200,000 kw. According to the adjustment calculation, the highest water level in the A library is 4.0mi, and the lowest water level is 2.02m; the lowest water level in the B library is 0.0m, and the highest water level is 2.0m. The tidal level outside the reservoir rose to 1.7m, and the B reservoir level was 0.0m, and power generation began. The high tide to 4.0m unit generation time is 3.35 hours. The unit began to generate electricity for 1.0 hour, and the water level of the A reservoir was reduced to 3.53m. The water level of the B reservoir was increased to 2.00m and the power generation was stopped. When the tide level outside the reservoir was retreated to 2.00m, the required ebb tide time was 2.68 hours, and the power station downtime was 1.68 hours. From 2.0m to 0.0m, there are still 3.28 hours; the actual power generation time of the unit in the ebb tide process is 4.28 hours; the total tide generation time is 7.63 hours, the power generation per tidal is 15.26 million kw, and the annual power generation is 5570 hours.
从上面实施例的对比可知, AB 库潮汐电站存在有如下几个相对优势: 一是可大幅度 降低单位电能造价, AB库潮汐电站所需装机容量是传统单库潮汐电站装机容量的 50%, 装机利用小时可提高 86.1%, 潮能资源有效利用率降低 7%; 机电设备投资可减少 100%。 由于在中国潮汐电站的机电投资一般大于土建投资, 因而常规潮汐电站的单位电能高居不 下。 而 、 B库潮汐电站, 可减少 50%的机电投资, 使单位电能投资指标可优于已建常规 潮汐电站的指标。 二是库区资源综合利用优于常规单库潮汐电站。 目前潮汐电站的开发十 分注重库区的水产养殖和旅游资源的开发利用以提高综合效益。 AB 库潮汐电站除上述综 合开发利用外, 由于 B库最高水位要比最高天文潮低 2.0m, 即比传统潮汐电站水库最高水 位低 2.0m。 B库库区沿海湾围边高差 2.0m的滩涂均露出水面而成为农业生态可开发的土 地, 这一可贵的土地资源将彻底改变 B库居民的生产条件和生活环境, 其社会效益巨大。 三是改变了潮汐电站电能质量差的传统观念, 因 AB库潮汐电站具有良好可调节性, 同样 的水库使用面积可根据电网电力负荷的要求来确定装机总规模,装机越大,顶峰能力越强, 使 AB库潮汐电站也具有网电调峰功能。  From the comparison of the above examples, the AB reservoir tidal power station has the following several advantages: First, the unit power cost can be greatly reduced. The installed capacity of the AB library tidal power station is 50% of the installed capacity of the traditional single-tidal tidal power station. The installed hours can be increased by 86.1%, the effective utilization rate of tidal energy resources can be reduced by 7%, and the investment in electromechanical equipment can be reduced by 100%. Since the electromechanical investment in China's Chaoshan Power Station is generally greater than that of civil construction, the unit power of conventional tidal power stations is high. However, the B-ku tidal power station can reduce the mechanical and electrical investment by 50%, so that the unit energy investment index can be better than the indicators of the conventional tidal power station. Second, the comprehensive utilization of resources in the reservoir area is superior to the conventional single-chassis tidal power station. At present, the development of tidal power stations pays attention to the development and utilization of aquaculture and tourism resources in the reservoir area to improve comprehensive benefits. In addition to the above comprehensive development and utilization, the AB reservoir tidal power station has a maximum water level of 2.0 m lower than the highest astronomical tide, which is 2.0 m lower than the highest water level of the traditional tidal power station reservoir. The tidal flats with a height difference of 2.0m along the gulf of the Baku area are exposed to the surface of the water and become a land for agro-ecological development. This valuable land resource will completely change the production conditions and living environment of the residents of the B-ku, and its social benefits are enormous. The third is to change the traditional concept of poor power quality in Chaoshan Power Station. Because the AB reservoir tidal power station has good adjustability, the same reservoir use area can determine the total installed capacity according to the grid power load requirements. The larger the installed capacity, the stronger the peak capacity. , so that the AB library tidal power station also has a network power peaking function.
本发明属于一种新潮汐发电的方法, 因潮汐发电技术已经相当低成熟, 因而诸如水轮 发电机组等设备的安装均属于常规的技术手段, 所以本领域的技术人员在了解本发明内容 的基础上, 结合公知常识及相关技术, 就能轻松地实施本发明。  The invention belongs to a new tidal power generation method. Since the tidal power generation technology has been quite mature, the installation of equipment such as a hydroelectric generating set is a conventional technical means, so those skilled in the art understand the basis of the present invention. The present invention can be easily implemented by combining common knowledge and related art.

Claims

权 利 要 求 书 Claim
1、 一种潮汐发电方法, 该方法是在浅滩或浅海上用围堤方法围合成 、 B两蓄水库, 并在围堤上对应于 A库和 B库设置有进水闸门和出水闸门, 在 A库和 B库之间的隔堤上 安装有利用水位差进行发电的水轮发电机组, 当天文潮退至最低潮位时, 对应于 B库的出 水闸门关闸, 等待涨潮; 当涨潮时, A库进水闸门打开进水, 且其水位达到 B库与 A库水 位差至发电最小设计水头差以上时, 水轮发电机组开始发电; 当天文潮涨至最高潮位时, A库进水闸门关闭, 水轮发电机组利用 A、 B库水位差继续发电; 此时, B库水位上升, A库水位下降; 当退潮潮位退至低于 B库水位以下时, B库开闸泄水, 使 B库水位随退潮 降至最低潮位, 水轮发电机组仍可继续发电直至涨潮进入下一个轮回。  1. A tidal power generation method, which is constructed by using a dike method in a shallow or shallow sea, and a B reservoir, and an inlet gate and a water outlet gate are arranged on the dike corresponding to the A and B banks. Install a hydroelectric generating unit with favorable water level difference for generating electricity on the bank between the A and B banks. When the tide drops to the lowest tide level, the water gate corresponding to the B bank is closed, waiting for the high tide; When the water inlet of the A reservoir opens the water inlet and the water level reaches the water level difference between the B bank and the A reservoir to the minimum design head difference of the power generation, the hydroelectric generating unit starts to generate electricity; when the day tide rises to the highest tide level, the A reservoir water When the gate is closed, the hydro-generator unit uses the water level difference between the A and B reservoirs to continue power generation; at this time, the water level of the B reservoir rises and the water level of the A reservoir decreases; when the tide level of the ebb tide falls below the water level of the B reservoir, the B reservoir opens the drain, The water level of the B reservoir is reduced to the lowest tide level with the ebb tide, and the hydroelectric generating unit can continue to generate electricity until the high tide enters the next cycle.
2、 根据权利要求 1 所述的潮汐发电方法, 其特征在于该方法是在浅海海滩上用围堤 结合自然海域地形围合成 A、 B两蓄水库, 其中 A库为上库, B库为下库; 它利用天文潮 涨落的潮差, 通过 A库进水闸门进水, B库出水闸门出水的有序控制, 利用 AB库可调控 的水位差进行发电; 在 AB库之间安装的水轮发电机组既可作为电网基荷电站, 也可以作 为电网调峰电站, 还可以在上述两种工况之间任意选择所需发电运行工况的组合。  2. The tidal power generation method according to claim 1, wherein the method comprises: synthesizing A and B reservoirs by using a dike in combination with a natural sea area on a shallow sea beach, wherein the A library is an upper library, and the B library is The lower pool; it utilizes the tidal range of the astronomical tide fluctuations, the water inflow through the A reservoir inlet gate, the ordered control of the water outlet of the B reservoir outlet gate, and the power level difference controlled by the AB reservoir for power generation; installed between the AB reservoirs The hydroelectric generating unit can be used as a grid-based power station or as a power grid-regulating power station. It is also possible to arbitrarily select a combination of required power-generating operating conditions between the above two operating conditions.
3、 一种万能潮汐电站, 其特征在于所述的该电站包括在浅滩或浅海上用围堤 (3 ) 围 合成一与大海隔离的、 大面积的蓄水库池 (1 ), 该蓄水库池 (1 ) 的中间用隔堤 (2) 隔成 相对独立蓄水的 A库和 B库, A、 B两库面向大海的围堤上分别设置有至少一个进水闸门 3. A universal tidal power station, characterized in that the power station comprises a levee or shallow sea dike (3) surrounding a large-area reservoir pond (1) isolated from the sea, the water storage The middle of the pool (1) is divided into the A and B reservoirs of the relatively independent water storage by the bank (2), and at least one inlet gate is respectively arranged on the dikes facing the sea of the A and B reservoirs.
(4) 和一个出水闸门 (5 ), 而在 A库和 B库之间的隔堤上建造有至少一台利用水位差进 行发电的水轮发电机组 (6)。 (4) and a water gate (5), and at least one hydroelectric generating unit (6) that uses the water level difference to generate electricity is built on the bank between the A and B banks.
4、 根据权利要求 3所述的万能潮汐电站, 其特征在于所述的围堤 (3 ) 是由砌筑堤坝 围合而成, 对应于 A库和 B库围堤上设置的进水闸门(4)和出水闸门(5 )分别由闸门架、 导闸槽以及闸门构成并可控。  4. The universal tidal power station according to claim 3, characterized in that the levee (3) is enclosed by a masonry dam, corresponding to the inlet gates provided on the A and B banks. 4) and the water gate (5) are composed of a gate frame, a guide groove and a gate, respectively, and can be controlled.
5、 根据权利要求 3或 4所述的万能潮汐电站, 其特征在于所述的 A库和 B库之间的 隔堤 (2) 上安装有单向贯流式水轮发电机组 (6), 并成为隔堤的组成部分  5. The universal tidal power station according to claim 3 or 4, characterized in that a unidirectional tubular flow turbine generator set (6) is installed on the bank (2) between the A and B banks. And become part of the bank
6、 根据权利要求 5所述的万能潮汐电站, 其特征在于所述的 A库为上库, 其对应的 围堤 (3 ) 上设置有进水闸门 (4), 所述的 B库为下库, 其对应的围堤 (3 ) 上设置有出水 闸门 (5 ), 所述的 A库还配置有提水设备。  6. The universal tidal power station according to claim 5, wherein the A library is an upper storage, and the corresponding dike (3) is provided with an intake gate (4), and the B library is The reservoir, the corresponding dike (3) is provided with a water outlet gate (5), and the A library is also provided with a water lifting device.
PCT/CN2007/071237 2007-11-15 2007-12-14 Tidal power station and method of power generation using the same WO2009062362A1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108425350A (en) * 2018-06-07 2018-08-21 田兆斌 A kind of one-way fashion tidal power station and electricity-generating method for increasing water-head and continuously generating electricity

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100491719C (en) * 2007-11-15 2009-05-27 林斌炎 Novel tidal power generation method
CN101314943B (en) * 2008-07-14 2010-07-14 浙江大学 Double-reservoir self-adjusting tidal power generation method and system
KR101073462B1 (en) * 2011-05-06 2011-10-17 이한석 Tidal power generation system
CN102828893A (en) * 2011-06-14 2012-12-19 吴宸至 Tidal power plant which can replace nuclear power plant
CN102900590A (en) * 2012-10-19 2013-01-30 李文斌 Dam type automatic water pumping tidal energy accumulation device
CN103423077A (en) * 2013-09-06 2013-12-04 钟世杰 Tidal power generation system for full-time continuous power generation
CN103939272B (en) * 2014-04-16 2016-06-22 钟世杰 The full-time continuous tidal power generation system of two-way type

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5641463A (en) * 1979-09-12 1981-04-18 Nippon Tetorapotsuto Kk Power generation facilities using wave and tide energy
GB2395986A (en) * 2002-11-06 2004-06-09 Augustine Pascal Joseph Murphy Tidal power generation system
CN1776218A (en) * 2005-11-19 2006-05-24 叶建华 Sea water electric field
CN1776217A (en) * 2005-12-05 2006-05-24 董兰田 Electric generating equipment utilizing seatide
CN1789702A (en) * 2004-12-15 2006-06-21 鞠延忠 Electricity generating device by using seawater tide
CN101021066A (en) * 2007-02-26 2007-08-22 陈昌奎 Sea tide trial pump storage
CN101092929A (en) * 2007-07-17 2007-12-26 王玉田 Tidal power generation establishment
CN101178050A (en) * 2007-11-15 2008-05-14 林斌炎 Novel tidal power developing mode and universal condition tidal power plant

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5641463A (en) * 1979-09-12 1981-04-18 Nippon Tetorapotsuto Kk Power generation facilities using wave and tide energy
GB2395986A (en) * 2002-11-06 2004-06-09 Augustine Pascal Joseph Murphy Tidal power generation system
CN1789702A (en) * 2004-12-15 2006-06-21 鞠延忠 Electricity generating device by using seawater tide
CN1776218A (en) * 2005-11-19 2006-05-24 叶建华 Sea water electric field
CN1776217A (en) * 2005-12-05 2006-05-24 董兰田 Electric generating equipment utilizing seatide
CN101021066A (en) * 2007-02-26 2007-08-22 陈昌奎 Sea tide trial pump storage
CN101092929A (en) * 2007-07-17 2007-12-26 王玉田 Tidal power generation establishment
CN101178050A (en) * 2007-11-15 2008-05-14 林斌炎 Novel tidal power developing mode and universal condition tidal power plant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108425350A (en) * 2018-06-07 2018-08-21 田兆斌 A kind of one-way fashion tidal power station and electricity-generating method for increasing water-head and continuously generating electricity

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