TW500873B - Marine energy power generating system using waves and tides - Google Patents
Marine energy power generating system using waves and tides Download PDFInfo
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- TW500873B TW500873B TW89124025A TW89124025A TW500873B TW 500873 B TW500873 B TW 500873B TW 89124025 A TW89124025 A TW 89124025A TW 89124025 A TW89124025 A TW 89124025A TW 500873 B TW500873 B TW 500873B
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500873500873
500873 五、發明說明(2) 、 電,利用沿岸地形及海底地貌開發電力除了解決電力短缺 的問題外,其同時可改善東石、布袋一帶的長年海水倒灌 的問題,且設置内海養殖場創造附帶的經濟效益’因此利 用具有相似環境條件的我國其他沿岸適合開發潮沙發電。 習用之潮汐發電,於1 9 76年4月1日告之我國專利公告第 6 4 1 0 6 6 1號揭示「海浪潮汐及海流能量轉換系統」發明專 利案,其用於海浪之沖激海流之流動以及潮汐之漲落,能 將浪、潮以及海流所具動能及位能充分轉換、蓄積而供 用。其特徵在於循海岸線矗立成對的葉輪組’必要時得以 多數組成串相連,每組葉輪之外侧,伸臂拱抱式地依成一❼ 對其内壁具有與輪葉相符而與輪葉有適當間隙之堰牆’每 對葉輪之後側中間,亦有相似曲線度之堰牆’與前面之堰 牆犬牙相錯,以彙導及加速浪潮海流之力量,各葉輪組上 以游星齒輪傳動方式帶動一液壓泵或屋縮機或逕行帶動發 電機,葉輪組頂上並有飛輪以增益轉動之動量慣性。如此 液壓泵或壓縮機所獲之能量,以管道傳至設於葉輪後側_ 邊平堰上經控制閥傳至一高壓控制裝置,經由埋設地下士 蓄壓器後,經管路回至控制裝置,然後分配至液壓馬達或 透平發電系統或逕作其他使用,用後之液體循管路回至一 液槽,經閥門、管路回到液壓泵或壓縮機者,如使用介質φ 為空氣,即無需回流管路。 另一習用之潮汐發電,於1 983年12月16日公告之我國專 利公告弟5 5 2 2 9號揭不「間接潮沙發電之裝置」新型專利 案,其含有:供在漲潮時引入高水位海水\/水道;設在500873 V. Description of the invention (2) Electricity, using coastal landforms and submarine landforms to develop electricity. In addition to solving the problem of power shortage, it can also improve the long-term seawater backflow problem in Dongshi and Budai, and set up inland sea farms to create incidental 'Economic benefits' Therefore, using other coastal areas in China with similar environmental conditions is suitable for the development of tide sofas. The conventional tidal power generation was published on April 1, 1976 in China Patent Bulletin No. 6 4 1 0 6 61, revealing the invention patent case of "Sea Wave Tidal and Ocean Current Energy Conversion System", which is used for the rush of ocean waves The flow and the fluctuation of the tide can fully convert, accumulate and supply the kinetic energy and potential of the waves, tides and currents. It is characterized in that the impeller groups that stand in pairs along the coastline are connected by a majority when necessary. The outer side of each group of impellers is hooped in an arch-like manner. The inner wall of the impeller has a conformity with the impeller and a proper clearance with the impeller. The weir wall 'the middle of the rear side of each pair of impellers also has a similar curve of the weir wall' is offset from the canine teeth of the front weir wall to guide and accelerate the force of the tide and current. Each impeller group is driven by a star gear. A hydraulic pump or a shredder or a path-driven generator drives a flywheel on top of the impeller set to gain momentum and inertia. In this way, the energy obtained by the hydraulic pump or compressor is transmitted to the high pressure control device through the control valve on the side of the impeller through the pipeline. After the buried pressure accumulator is buried, it is returned to the control device through the pipeline. And then distribute to hydraulic motor or turbine power generation system or diameter for other uses. After use, the liquid is returned to a liquid tank through the pipeline and returned to the hydraulic pump or compressor through the valve or pipeline. If the medium φ is air That is, no return line is required. Another conventional tidal power generation was disclosed in the Chinese Patent Bulletin No. 5 5 2 2 9 published on December 16, 1983. The new patent case of "Indirect Tide Sofa Electric Device" contains: for the introduction of high tide Water level seawater / watercourse; located at
五、發明說明(3) 該引水道下 水道;設置 浮沉箱;由 抽吸水量之 水輪發電機 中之海水而 中而沉降。 於水庫,並 電機。然而 組發電量的 有鑑於此 制蓄水庫之 門控制洩水 引道利用蓄 發電。 【發明概要 本發明主 統,其利用 使蓄水庫及 組,使本發 本發明次 統,其僅需 有簡化構造 本發明再 方供在退潮時排出上述引水道所引入海水之 於該引水道與該洩水道間之浮沉箱池,包括j 該洋沉箱驅動之泵浦機構;儲存該泵浦機構 水庫,及裝設於該水庫排水道下游供發電用之 ,其中該浮沉箱藉由該引水道放入該浮沉箱池 浮幵並響應海水由該浮沉箱池中排出至茂水道 該第5 5 2 2 9號主要利用泵浦機構所抽吸水儲存 在該水庫之排水道下游設置供發電用之水輪發 ,泵浦機構所抽吸水量有限而具有限制發電^ 缺點。 ’本發明改良上述之缺點,其利用單向閥門控 進水,並只在漲潮期間發生進水,利用單向= 庫之排水,並只在退潮期間發生排水,並設有 水庫及洩水庫之間的水位差驅動發電機組進行V. Description of the invention (3) The diversion sewer; a floating caissons; settled by the seawater in the hydro-generator that pumps the water. Yu reservoir and motor. However, in view of the power generation capacity of the storage system, the gate of the storage reservoir will control the drainage and use the storage power generation approach. [Summary of the invention The main system of the present invention uses the storage reservoir and the group to make the sub-system of the present invention. It only needs to simplify the structure of the present invention and then discharge the seawater introduced by the above-mentioned aqueduct at low tide. The floating caisson tank between the water channel and the drainage channel includes a pump mechanism driven by the ocean caisson; a reservoir storing the pump mechanism; and a downstream of the drainage channel of the reservoir for power generation, wherein the floating caisson is provided by the The diversion channel is put into the floating caissons tank and responds to the seawater being discharged from the floating caissons tank to Maoshui Channel. The No. 5 5 2 2 9 is mainly used to pump the water pumped by the pumping mechanism and is stored downstream of the drainage channel of the reservoir. The water turbine used for power generation generates a limited amount of water pumped by the pumping mechanism and has the disadvantage of limiting power generation ^. 'The present invention improves the above-mentioned disadvantages. It uses a one-way valve to control water inflow, and water inflow occurs only during high tide, and one way = drainage of the reservoir, and drainage occurs only during low tide. The water level difference drives the generator set to
] I 要目的係提供一種利用潮汐之海水力發電系 單向閥門控制蓄水庫及洩水庫之進水及排水, 戌水庫保持一定的水位差持續供驅動發電機 明具有持續保持驅動發電機組之功效。 要目的係提供一種利用潮汐之海水力發電系 設有單向閥門、蓄水庫及洩水庫,使本發明具 之功效。 一目的係提供一種利用潮汐之海水力發電系] I The purpose is to provide a one-way valve using tidal seawater power generation system to control the inflow and drainage of storage reservoirs and discharge reservoirs. Luan Reservoir maintains a certain water level difference for continuous driving of generators. efficacy. The main purpose is to provide a seawater power generation system using tides, which is provided with a one-way valve, a storage reservoir and a discharge reservoir, so that the present invention has the effect. A purpose is to provide a seawater power generation system using tides
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DUU6/J 五、發明說明(4) 統,其利用單向閥 使蓄水庫及洩水庫 本發明具有充分利 根據本發明之利 一蓄水庫 門控制 保持一 用潮汐 用潮汐 茂水庫 門組、 門組自 海水至 水庫流 道組時 水庫水 水庫水 位差, 【發明 為了 確被了 式,作 本發 條件及 庫,當 降時進 位能供 利用 庫、一 一引道組及 外海引入海 外海,該蓄 入洩水庫, 驅動發電機 位時保持進 位時保持排 以便於該引 說明】 讓本發明之 解,下文將 詳細說明如 明之海水力 海底地貌的 海水漲潮水 行排水,使 驅動發電機 潮沙之海水 第一單向閥 一發電 水,該 水庫及 該引道 組。該 水,而 水,使 道組產 蓄水庫及 定的水位 能源之功 之海水力 第一單向 機組。該 洩水庫設 洩水庫之 組設有發 蓄水庫在 洩水庫在 該蓄水庫 生水流而 泡水庫 差.而儲 效。 發電系 閥門組 蓄水庫 有第二 間設有 電機組 海平面 海平面 及洩水 驅動發 之進水及排水, 存海水位能,使 統, 設有 早向 引道 ,當 漲潮 退潮 庫之 電機 該系統包含 ^ — σσ . 弟一早向閥 第一單向閥 閥門組排放 組引導自蓄 海水通過引 水位高於蓄 水位低於洩 間保持一水 上述和其他目的、特徵、和優點能更明 特舉本發明較佳實施例,並配合所附圖 下。 ^電系、統係主要利用沿岸地形環繞封閉 尚低起伏的條件配合興建蓄水庫及洩水 升時進行蓄纟,當海水退潮水位下 :糸統持續保持-定水位差儲存海水 組0 ίί電土:主要包含-蓄水庫、-沒水 一卓二單向閥門組、一引道組及DUU6 / J V. Description of the invention (4) system, which uses one-way valve to make storage reservoirs and discharge reservoirs. The water level of the reservoir water reservoir is different from the seawater to the reservoir flow channel group of the Menmen Group. [Invention is used to determine the conditions and reservoirs when it is taken. The sea, which is stored in the drainage reservoir, keeps the discharge when the generator is driven, so as to facilitate the explanation.] Let the solution of the present invention be described in detail below. The first one-way valve of seawater in the motor tide and sand, a water generating power, the reservoir and the approach group. This water, while water, is the first unidirectional unit of seawater power for Dao Group to produce and store reservoirs and a fixed level of energy. The drainage reservoir has a drainage reservoir, and a group of storage reservoirs is set up in the drainage reservoir. The drainage reservoir generates water in the reservoir and the reservoir is inferior. The storage efficiency is poor. The power storage system valve group storage reservoir has a second unit equipped with a generator unit sea level and sea level, and the water inlet and drainage of the water discharge drive. The seawater level energy is stored to enable the system to have an early approach path. When the tide and ebb tide reservoir The motor system includes ^ — σσ. The first one-way valve of the first check valve valve group guides the self-storage seawater through the diversion level above the storage level and below the drain to maintain a water above and other purposes, features, and advantages. More specifically, the preferred embodiments of the present invention will be given in conjunction with the accompanying drawings. ^ The electricity system and the system mainly use the conditions of the coastal terrain to surround the closed and low undulations to cooperate with the construction of the storage reservoir and the discharge when the water rises. When the seawater ebbs below the water level: the system maintains the water level at a constant water level. Electric soil: It mainly includes-storage reservoir,-shui one Zhuo two one-way valve group, one approach channel group and
C:\Logo*5\Five Continents\PK7556.ptd 第7頁 500873 五、發明說明(5) 一發電機組。該蓄水庫設有第一單向閥門組自外海引入海 水而防止蓄水庫内的冰流回外海,該洩水庫設有第二單向 閥門組排放海水至外海而防止外海的海水流回洩水庫。該 畜水庫及洩水庫之間設有引道組控制引導一預定水量自蓄 水庫流入洩水庫,該引道組設有發電機組,當海水通過引 道組時驅動發電機組。 滑水力發電系統的運作係該蓄水庫不斷將内部海水引導 流出而水位下降,當海平面漲潮水位高於蓄水庫水位時, 該第一單向閥門組保持自外海進水以補充蓄水。該洩水庫 不斷將引入海水蓄積而水位上升,當海平面退潮水位低於 沒水庫水位時,該第二單向閥門組保持排水至外海以空出 水庫’使該蓄水庫及洩水庫之間保持一水位差,以便於該 引道組保持產生一預定量水流而驅動發電機組。 第一圖揭示利用潮汐之海水力發電系統之蓄水庫漲潮進 水狀態之示意圖。 r 請參照第一至四圖所示,本發明較佳實施例利用潮汐^ 海水力發電系統大體上在圖式中標示為1,其主要包含一 蓄水庫1 0、一洩水庫2〇、一第一單向閥門組3〇、一第二單 向閥門組40、一引道組5〇及一發電機組6〇。海平面標示為 SL〔 Sea Level〕、該蓄水庫1〇之水位標示為η及該洩水庫^ 20之水位標示為h。該單向閥門組30、40係設置於一特定 高度,其高度較佳低於引水道組50之高度,且該單向閥門 組3 0、4 0包含有數道水門〔未繪示〕,其並排在同一高度 上。該蓄水庫10由一第一海堤11及一第二海堤12圍繞形C: \ Logo * 5 \ Five Continents \ PK7556.ptd Page 7 500873 V. Description of the invention (5) A generator set. The storage reservoir is provided with a first one-way valve group to introduce seawater from the open sea to prevent the ice in the storage reservoir from flowing back to the sea, and the discharge reservoir is provided with a second one-way valve group to discharge the seawater to the offshore and prevent the sea water from flowing back. Drain reservoir. An approach group control is provided between the animal reservoir and the discharge reservoir to guide a predetermined amount of water from the storage reservoir to the discharge reservoir. The approach group is provided with a generator set to drive the generator set when seawater passes through the approach group. The operation of the hydroplaning power generation system is that the storage reservoir continuously guides the internal seawater out and the water level drops. When the sea level rises above the water level of the storage reservoir, the first one-way valve group keeps entering the water from the sea to supplement the storage. . The drainage reservoir will continue to introduce seawater accumulation and the water level rises. When the sea level ebb tide is lower than the water level of the non-reservoir, the second one-way valve group keeps draining to the open sea to vacate the reservoir. A water level difference is maintained so that the approach group keeps generating a predetermined amount of water to drive the generator set. The first figure shows a schematic view of the tide-inflow state of a storage reservoir using tidal sea power generation system. r Please refer to the first to fourth figures. The preferred embodiment of the present invention utilizes the tide. The hydroelectric power generation system is generally marked as 1 in the drawing, which mainly includes a storage reservoir 10, a drainage reservoir 20, A first one-way valve group 30, a second one-way valve group 40, an approach channel 50, and a generator group 60. The sea level is marked SL [Sea Level], the water level of the storage reservoir 10 is marked η, and the water level of the discharge reservoir ^ 20 is marked h. The one-way valve group 30 and 40 are arranged at a specific height, and its height is preferably lower than the height of the diversion channel group 50, and the one-way valve group 30, 40 includes several water gates (not shown), which Side by side at the same height. The reservoir 10 is surrounded by a first seawall 11 and a second seawall 12.
C:\Logo-5\FiveContinents\PK7556.ptd 第 8 頁· 500873 貌興建,該蓄 於蓄水庫10較 二海堤1 2分 預定水量自蓄 機組60,當海 位高於蓄水庫 啟自外海進水 時,該蓄水庫 降,該线水庫 海平面S L漲潮 組40關閉防止 海平面S L 組30關閉 位H2及洩 道組50保 水庫1 0之 下降而該 位高於洩 海之海水 五、發明說明(6) 成,該海堤11、1 2係利用沿 水庫1 0位於淺水沿岸及海水 海堤1 2及一第三海堤2 1圍繞 深水沿岸。該蓄水庫丨〇及洩 隔,該第二海堤12設有引道 水庫1 0流入洩水庫20,該引 水通過引道組5 0時驅動發電 請再參照第一圖所示,當 1 0之水位Η1時,該第一單向 以補充蓄水,使蓄水庫1 0之 1 0另外不斷將内部海水引導 2 0不斷將引入海水蓄積而水 水位高於茂水庫2 〇之水位h 1 外海之海水流回洩水庫2 0内 第二圖揭示利用潮沙之海 態之示意.圖。 請再參照第二圖所示,當 10水位H2時,第一單向閥門 流回外海。該蓄水庫1 〇之水 保持一水位差,以便於該引 而驅動發電機組60。當該蓄 庫20時,該蓄水庫1〇水位H2 上升。由於海平面SL退潮水 二單向閥門組40關閉防止外 岸地形及海底地 倒灌區。該洩水庫20由一第 形成,其相對位 水庫2 0之間由第 組50控制引導一 道組5 0設有發電 機組60。 海平面S L漲潮水 閥門組3 0保持開 水位Η1上升。此 流出而水位Η1下 位h 1上升。由於 ,第二單向閥門 。 水力發電系統之蓄水庫退潮狀 退潮水位低於蓄水庫 防止蓄水庫1 0内蓄水 水庫20之水位h2之間 持產生一預定量水流 海水仍不斷流至洩水 洩水庫2 0之水位h 2則 水庫20之水位h2,第 流回洩水庫2 0内。C: \ Logo-5 \ FiveContinents \ PK7556.ptd Page 8 · 500873 The appearance of the storage in the storage reservoir 10 is 2 minutes compared with the second seawall 12 and the predetermined water storage unit 60, when the sea level is higher than the storage reservoir When entering the water from the open sea, the storage reservoir descended. The line sea level SL high tide group 40 of the reservoir was closed to prevent the sea level SL group 30 closed position H2 and the discharge channel group 50 Bao reservoir from falling by 10 and the level was higher than the sea level. Fifth, the description of the invention (6), the seawalls 11, 12 are located along the shallow water coast along the reservoir 10 and the seawall 12 and a third seawall 21 surround the deep water coast. The storage reservoir 丨 0 and the drain. The second seawall 12 is provided with an approach channel 10 and flows into the discharge reservoir 20. When the diversion water passes the approach group 50, the drive power is generated. Please refer to the first figure again. When 1 When the water level of 0 is Η1, the first one-way is to supplement the water storage, so that the storage of 1 to 10 of the storage tank will continue to guide the internal seawater. 2 0 will continue to introduce seawater to accumulate and the water level is higher than the water level of Mao's reservoir. 1 The seawater flowing out of the sea back to the reservoir. The second picture in 0 reveals the sea state using tide and sand. Please refer to the second figure again. When the water level is H2, the first one-way valve flows back to the sea. The water in the reservoir 10 maintains a water level difference so that the generator set 60 can be driven thereby. When the reservoir 20 is reached, the water level H2 of the reservoir 10 rises. As the sea level SL ebb tide, the two-way valve group 40 is closed to prevent the offshore terrain and the submarine backwatering area. The drainage reservoir 20 is formed by a first group, and a relative group of reservoirs 20 is controlled by a group 50 to guide a group 50 to be provided with a power generating unit 60. Sea level S L tide water Valve group 30 remains open Water level Η1 rises. This outflow causes the water level Η1 to rise to h1. Due to the second one-way valve. The ebb tide level of the storage reservoir of the hydroelectric power system is lower than that of the storage reservoir 1 to prevent a predetermined amount of water flow between the water level h2 of the storage reservoir 20 and the seawater still flowing to the discharge reservoir 2 0 The water level h 2 is the water level h 2 of the reservoir 20, and the second level flows back to the reservoir 20.
C:\Logo-5\Five Continents\PK7556.ptd 第9頁 500873 五、發明說明(7) 、 第三圖揭示利用潮汐之海水力發電系統之洩水庫退潮排 水狀態之示意圖。 , 請再參照第三圖所示,當海平面退潮水位持續下降至 低於洩水庫20之水位h3時,第二單向閥門組40保持開啟排 水至外海以空出水庫,使洩水庫20之水位h3下降。當該蓄 水庫1 0之海水仍不斷流至洩水庫20時,該蓄水庫1 〇水位H3 下降而該洩水庫20之水位h3則上升。由於海平面SL退潮水 位低於蓄水庫1 〇水位H3,該第一單向閥門組30保持關閉防 止水庫内海水流回至外海。 第四圖揭示利用潮沙之海水力發電糸統之蓄水庫漲潮再 進水狀態之示意圖。 請再參照第四圖所示’當海平面S L再漲潮水位高於蓄水 庫1 0之水位H4時,該第一單向閥門組30重新開啟自外海進 水以補充蓄水,使蓄水庫1 0之水位Η 4再度上升。此時,該 畜水庫1 〇另外仍不斷將内部海水引導流出而水位U 4下降, 該洩水庫2 0不斷將引入海水蓄精而水位 面SL再漲潮水位高於洩水庫20之水位h4,第二單向間門組 40再度關閉防止外海之海水流回洩水庫2〇内。接著,該海 水力發電系統1依序第一至四圖的漲:潮及退潮狀態進行芬 水及排水,使該蓄水庫1 〇及洩水庫20之間保持一水位差_, 以便於該引道組50保持產生一預定量水流而驅動發電組 6 0 ° 雖然本發明已以前述較佳實施例揭示,然其並非用以 定本發明’任何熟習此技藝者,在不脫離本發明之精神和&C: \ Logo-5 \ Five Continents \ PK7556.ptd Page 9 500873 V. Description of the Invention (7) The third figure shows the ebb and flow state of the tidal seawater power generation system's ebb reservoir. Please refer to the third figure again. When the sea level ebb tide continues to drop below the level h3 of the drainage reservoir 20, the second one-way valve group 40 remains open to drain to the open sea to empty the reservoir, leaving the drainage reservoir 20 The water level h3 drops. When the seawater of the storage reservoir 10 still flows to the drainage reservoir 20, the water level H3 of the storage reservoir 10 drops and the water level h3 of the drainage reservoir 20 rises. Since the ebb tide level at sea level SL is lower than the water level H3 of the reservoir, the first one-way valve group 30 remains closed to prevent seawater in the reservoir from flowing back to the open sea. The fourth figure shows the schematic diagram of the state of re-entry of tide in the reservoir of the Haidian Power Generation System using tidal sand. Please refer to the fourth figure again. When the sea level SL rises again and the water level is higher than the water level H4 of the reservoir 10, the first one-way valve group 30 is re-opened to enter the water from the sea to supplement the water storage and make the water storage. The water level Η 4 in the bank 10 rose again. At this time, the animal reservoir 10 still continues to guide the internal seawater out and the water level U 4 drops. The drainage reservoir 20 will continue to introduce seawater storage and the water level surface SL will rise again and the water level will be higher than the water level 20 of the drainage reservoir 20. The second one-way Jianmen Group 40 was closed again to prevent seawater from the offshore water from flowing back into the reservoir 20. Then, the seawater power generation system 1 rises sequentially according to the first to fourth diagrams: the water is discharged and discharged in the tide and ebb states, so that a water level difference _ is maintained between the storage reservoir 10 and the drainage reservoir 20 to facilitate the The approach group 50 keeps generating a predetermined amount of water to drive the power generation group 60 °. Although the present invention has been disclosed in the foregoing preferred embodiment, it is not intended to define the present invention. Anyone skilled in the art will not depart from the spirit of the present invention. And &
500873500873
C:\Logo-5\Five Continents\PK7556.ptd 第11頁 500873 圖式簡單說明 、 【圖式說明】 第1圖:本發明較佳實施例利用潮汐之海水力發電系統 之蓄水庫脹潮進水狀態之示意圖。 第2圖··本發明較佳實施例利用潮汐之海水力發電系統 之蓄水庫退潮狀態之示意圖。 第3圖:本發明較佳實施例利用潮汐之海水力發電系統 之泡水奉退潮排水狀態之示意圖。 第4圖:本發明較佳實施例利用潮汐之海水力發電系統 之蓄水庫脹潮再進水狀態之示意圖。 圖號說明】 1 海水力發電系統 1 2 第二海堤 第一海堤 第三海堤 10 蓄水庫 11 2 0 洩水庫 21 30 第一單向閥門組 ▲ a 二單向閥門組 50 引道組 6 0 發電機組C: \ Logo-5 \ Five Continents \ PK7556.ptd Page 500500873 Simple illustration, [Schematic description] Figure 1: Tide of seawater power generation system using the tide of the reservoir to swell the tide Schematic diagram of water inlet state. Fig. 2 is a schematic view of the ebb tide state of a storage reservoir of a seawater power generation system utilizing a tide according to a preferred embodiment of the present invention. Fig. 3: Schematic diagram of the ebb tide and ebb drainage state of the seawater power generation system utilizing the tide in the preferred embodiment of the present invention. FIG. 4 is a schematic diagram of a tidal seawater power generation system using a tide of a seawater power generation system to swell and re-enter the water in a preferred embodiment of the present invention. [Illustration of drawing number] 1 Seawater power generation system 1 2 Second seawall First seawall Third seawall 10 Reservoir 11 2 0 Drainage reservoir 21 30 First one-way valve group ▲ a Two-way valve group 50 approach Group 6 0 Generator
C:\Logo-5\Five Continents\PK7556.ptd 第12頁C: \ Logo-5 \ Five Continents \ PK7556.ptd Page 12
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101591902A (en) * | 2009-07-09 | 2009-12-02 | 贾志培 | Seawater impoundment and generation hydraulic engineering |
WO2014140629A2 (en) * | 2013-03-15 | 2014-09-18 | Renewable Hydrocarbons Ltd | Tidal power generation and storage |
TWI490811B (en) * | 2008-12-19 | 2015-07-01 | Chugoku Electric Power | Support facilities for storage facilities, use of reservoir support facilities and support facilities for storage facilities |
-
2000
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI490811B (en) * | 2008-12-19 | 2015-07-01 | Chugoku Electric Power | Support facilities for storage facilities, use of reservoir support facilities and support facilities for storage facilities |
CN101591902A (en) * | 2009-07-09 | 2009-12-02 | 贾志培 | Seawater impoundment and generation hydraulic engineering |
WO2014140629A2 (en) * | 2013-03-15 | 2014-09-18 | Renewable Hydrocarbons Ltd | Tidal power generation and storage |
WO2014140629A3 (en) * | 2013-03-15 | 2014-11-27 | Renewable Hydrocarbons Ltd | Tidal power generation and storage |
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