TW201219645A - characterized by the pressure of the water weight in the storage tank and the potential of the water depth in the pipeline along with the water storage height can jointly drive the power generator outside the pipeline to generate electricity - Google Patents

Abstract

A hydroelectric power generating system comprises a reservoir, a vertical pressure pipeline arranged under the reservoir, a first horizontal pressure pipeline with input and output ends connect with the vertical pressure pipeline, a first gas-liquid pressure equalizing compartment allocated to the first horizontal pressure pipeline, a water weight pressure storage tank connected to the output ends of the first gas-liquid pressure equalizing compartment, a second horizontal pressure pipeline and a second gas-liquid pressure equalizing compartment connected with the water weight pressure storage tank, and a water turbine set fixed to the first and second gas-liquid pressure equalizing compartments. Therefore both the water in the first horizontal pressure pipeline and the lower blades of the water turbine set are driven by the pressure of water potential and water weight, and the water can flow into the water storage tank afterwards. The pressure of the water weight in the storage tank and the potential of the water depth in the pipeline along with the water storage height can jointly drive the water weight and at least one set of the lower blades of the water turbine set in the more than one gas-liquid pressure equalizing compartments of the second horizontal pressure pipeline and produce torque to drive the power generator outside the pipeline to generate electricity, and the rest of water flows into the river, such that achieves practicality of power generation and water usage.

Description

201219645 六、發明說明： 【發明所屬之技術領域】 [0001] 本發明為提供一種水力發電系統，尤指一種利用水 液重量壓力貯槽的多層次水平壓力管道内，複數氣液壓 力平衡艙，與艙内设複數水輪機，得以讓水液的流動充 份發揮其水力發電功能。 [0002] 〇 [先前技術】 雖然近年來水力發電技術已經有相當的進步，對於 傳統大型水力發電’利用水液的高度^差形成自然位能 ，由水液位能壓力與水液重量垂直壓力，共同施壓管道 末端水液排放’用以轉動管道外的永輪_換為機械能 ，再由水輪機帶動發電機轉換為電能；此種單次的能量 轉換，最終失去水液的自然位能，與水液重量壓力能而 產生電能，失去能量的水液則流入河川下游。 - [0003] ❹ 傳統水力發電過程，為防止水液在壓力管中引發水 錘現象’都設有平壓塔或調壓井’其目的在減免壓力管 道因振動遭受破損，同時消除因氣阻存在的水液流動延 滞。但平壓井的缺點是，會降低原始水液高度位能壓力 ，對管道末端水液排放的作功率。 [0004] 當不計算平壓井的因素存在，也不計算水液黏滯系 數與表面張力，全管路沒有管阻損的損失問題。 [0005] 由於傳統水力發電忽視了下列要素，因而喪失對長 度頗長的高位能壓力管道，或高流量率而低位能高度的 壓力管道，進行善加利用的技術研發，如下所述： 099138072 表單編號A0101 第3頁/共32頁 ‘ 0992066361-0 201219645 [0006] 1.直立管道内任一位置，進行管道水平曲撓的可行性 ，且曲撓的水平壓力管道，其内任一水平液位的任一點 ，具有相等的位能壓力。 [0007] 2.在水平壓力管道内，建立氣液分離壓力平衡艙，用 以固置水輪機並分隔軸心上下葉片，承受不同推動力的 可行性。 [0008] 3.低位能高度但高流量率的水平壓力管道的延長，可 進行單層次多氣液壓力平衡搶，且多發性水輪機固置的 可行性。 [0009] 4.密閉壓力管道内任一高度，水液疊積的重量壓力， 與水液在管道内所在深度，所具有位能施加壓力的可被 充分利用度。 [0010] 又，再研論其一般微型水力發電係分為密閉管道與 開放性管道二種方式： [0011] 所述利用密閉管道之微型水力發電1，請參閱第1圖 之證書號第M364094號，將數量不定的水輪機11置於壓 力管道10内，使水液（如第1圖之箭頭所示）由上而下的 流動來推動水輪機11，帶動延伸管外的軸心來轉動發電 機進行發電。 [0012] 上述發電方式，將水輪機11置於水流管道12間，造 成水輪機11的一側葉片111承受水流推動，另一側葉片 112則對抗水流推動，此種兩侧葉片反向受力的消抵行為 ，大大降低了水輪機11的旋轉速度，也就造成發電量小 的後果。 099138072 表單編號A0101 第4頁/共32頁 0992066361-0 201219645 [0013] 再者，利用開放性管道之微型水力發電2，請參閱第 2圖之證書號第M34241 7號，將數量不定的水輪機21架設 於渠道20上方，水輪機21下部葉片211承受水液的流動推 移，上部葉片212則騰空於空氣中。 [0014] 觀其上述發電方式，因開放性管路的水液流動，未 能如密閉管道，可承受來自高處水槽的連續性位能壓力 ，與連續性的水液重量壓力，故第一台水輪機21c可被轉 動，但其後的水輪機21d，甚可能都無法轉動，而失去發 〇 電功能。 【發明内容】 [0015] ❹ 上述之水力發電，仍然存在著發電量不穩定及功率 較低等實用上之問題，因此有必要研發出一種適用於全 國性，大區域性、大都會區.......等進行大型水力發電 ，工業區、社區.......等進行中型水力發電、鄉村聚落 、離島.......等進行小型水力發電系統，本發明根據水 液由上往下流動的自然物理，應用水液所在高度的位能 壓力，結合管道内水液重量垂直壓力，共同施壓管道末 端小於管道口徑的水液排放，形成水液穩定流動連續性 之水力發電系統，讓水液的流動充份發揮其水力發電功 能。 [0016] 本發明水力發電系統之主要功能在於，本發明利用 水液重量垂直壓力與水液位能壓力在第一、第二水平壓 力管道内，推移第一、第二氣液壓力平衡艙下部水液， 與艙内至少一水輪機，其目的在於讓水液的流動充份發 揮其水力功能，使水輪機連結帶動發電機發電的電量， 099138072 表單編號A0101 第5頁/共32頁 0992066361-0 201219645 更優於傳統水力發電量的數倍、數十倍，甚至數百倍。 [0017] [0018] [0019] 緣此，水力發電廠的設立，本發明的第一、第二氣 液壓力平衡艙，水庫與該水液重量壓力貯槽為其必要設 備，而水液位能施加壓力（深度）與水液重量垂直壓力 (管徑），為其必要能量源。而所需發電量大小，將決 定第一、第二氣液壓力平衡艙，與該水液重量壓力貯槽 的設備規模，也才能確定水輪機的數量與機型大小。 為了達成上述目的，本發明水力發電系統，包含： 一水庫、一設於該水庫下方的直立壓力管道、一與該直 立壓力管道連接並具有入、出口端的第一水平壓力管道 、一配置於該第一水平壓力管道的第一氣液壓力平衡艙 、一與該出口端相連的水液重量壓力貯槽、一與水液重 量壓力貯槽相連接的第二水平壓力管道與第二氣液壓力 平衡艙，以及一固置於該第一與第二氣液壓力平衡艙的 水輪機組。 本發明在曲折且密閉的第一、第二水平壓力管道内 ，注滿具有高度位能壓力的水液（含任何可流動液體） ，管道内設立有第一、第二氣液壓力平衡艙，艙内固置 有至少一水輪機，利用壓力管道末端水液的排放，使 第一、第二水平壓力管道内水液形成穩定流動連續性 ，因而推動第一、第二氣液壓力平衡艙内至少一水輪機 葉片組，使水輪機產生扭轉力的水力發電設計。 為產生上述水輪機巨大扭轉力，利用密閉壓力管道 截面積的增大設計，製造具有水液儲存功能的水液重量 099138072 表單編號A0101 第6頁/共32頁 0992066361-0 [0020] 201219645 [0021] ❹ [0022] [0023] [0024] [0025] [0026] 加上水液所在深度 的位能施加壓力，共同推移水 咕 &_# 竪力吕道内水液流動並201219645 VI. Description of the Invention: [Technical Field of the Invention] [0001] The present invention provides a hydroelectric power generation system, in particular, a multi-level horizontal pressure pipeline using a water-liquid weight pressure storage tank, a plurality of gas-liquid pressure balance chambers, and A plurality of turbines are installed in the cabin to allow the flow of water to fully utilize its hydropower function. [0002] 〇[Prior Art] Although hydropower technology has made considerable progress in recent years, for the traditional large-scale hydropower generation, the height of the water is used to form the natural potential energy, and the vertical pressure of the water level energy and the water liquid weight The water discharge at the end of the joint pressure pipe is used to turn the permanent wheel outside the pipeline into mechanical energy, and then the turbine drives the generator to convert into electric energy; this single energy conversion eventually loses the natural energy of the water liquid. The water and the weight of the water and liquid can generate electric energy, and the water that loses energy flows into the lower reaches of the river. - [0003] ❹ The traditional hydropower generation process, in order to prevent the water from causing water hammer in the pressure pipe, 'has a flat pressure tower or surge tank', the purpose of which is to reduce the damage of the pressure pipeline due to vibration, and eliminate the air resistance The presence of water and liquid flow is delayed. However, the disadvantage of the flat well is that it will reduce the pressure of the original water level and the power of the water at the end of the pipeline. [0004] When the factors of the flat well are not calculated, the water-liquid viscosity coefficient and the surface tension are not calculated, and the loss of the tube resistance is not caused in the whole pipeline. [0005] Since conventional hydropower ignoring the following factors, the loss of a long-range high-pressure pipeline, or a high-flow rate and low-pressure pipeline, is well developed, as follows: 099138072 Form No. A0101 Page 3 of 32 '9922361361-0 201219645 [0006] 1. At any position in the vertical pipeline, the feasibility of horizontal deflection of the pipeline, and the horizontal pressure pipeline of the bend, any horizontal level within it At any point, there is equal potential energy. [0007] 2. In the horizontal pressure pipeline, establish a gas-liquid separation pressure balance tank, which is used to fix the turbine and separate the upper and lower blades of the shaft to withstand the feasibility of different driving forces. [0008] 3. The extension of the horizontal pressure pipeline with low energy level but high flow rate can carry out single-layer multi-gas-liquid pressure balance grab and the feasibility of multi-hydraulic turbine fixed. [0009] 4. At any height in the closed pressure pipe, the weight and pressure of the water and liquid, and the depth of the water in the pipe, the position can be fully utilized. [0010] Furthermore, the general micro hydropower generation system is divided into two types: a closed pipe and an open pipe: [0011] The micro hydropower generation using the closed pipe 1, please refer to the certificate number No. M364094 of FIG. No., the variable number of turbines 11 are placed in the pressure pipe 10, so that the water (as indicated by the arrow in Fig. 1) pushes the turbine 11 from the top-down flow, and drives the shaft outside the extension pipe to rotate the generator. Power generation. [0012] In the above power generation mode, the water turbine 11 is placed between the water flow pipes 12, so that one blade 111 of the water turbine 11 is pushed by the water flow, and the other blade 112 is pushed against the water flow. The resistance behavior greatly reduces the rotational speed of the turbine 11, which also has the consequence of a small amount of power generation. 099138072 Form No. A0101 Page 4 / Total 32 Pages 0992066361-0 201219645 [0013] Furthermore, using the micro-hydroelectric power generation 2 of the open pipe, please refer to the certificate number No. M34241 No. 7 of Figure 2, the number of turbines 21 The upper blade 211 of the turbine 21 is subjected to the flow of water and the upper blade 212 is emptied in the air. [0014] Considering the above-mentioned power generation mode, due to the flow of water in the open pipeline, it is not possible to be a closed pipeline, and can withstand the continuous potential energy from the high water tank, and the continuous water and liquid weight pressure, so the first The stage turbine 21c can be rotated, but the subsequent turbine 21d may not be able to rotate and lose the power function. SUMMARY OF THE INVENTION [0015] ❹ The above-mentioned hydroelectric power generation still has practical problems such as unstable power generation and low power, so it is necessary to develop a national, large-area, metropolitan area.. ..... for large-scale hydroelectric power generation, industrial areas, communities, etc. for medium-sized hydropower generation, rural settlements, outlying islands, etc. for small hydropower systems, the present invention is based on water The natural physics of the liquid flowing from top to bottom, the potential energy of the water at the height of the application, combined with the vertical pressure of the water and liquid in the pipeline, and the pressure of the water at the end of the pipeline is smaller than the diameter of the pipeline, forming a stable flow continuity of the liquid. The hydropower system allows the flow of water to fully utilize its hydropower function. [0016] The main function of the hydroelectric power generation system of the present invention is that the present invention utilizes the vertical pressure of water and liquid and the water level energy pressure in the first and second horizontal pressure pipes, and shifts the lower part of the first and second gas-liquid pressure balance chambers. The water liquid, with at least one turbine in the tank, is designed to allow the flow of water to fully exert its hydraulic function, so that the turbine is connected to drive the generator to generate electricity, 099138072 Form No. A0101 Page 5 / Total 32 Page 0992066361-0 201219645 It is several times, tens of times, or even hundreds of times more than traditional hydropower. [0019] [0019] Thus, the establishment of a hydroelectric power plant, the first and second gas-liquid pressure balance chambers of the present invention, the reservoir and the water-weight pressure storage tank are necessary equipment, and the water level energy The pressure (depth) and the vertical pressure of the water and liquid (tube diameter) are the necessary energy sources. The amount of power generation required will determine the first and second gas-liquid pressure balance chambers, and the size of the equipment for the water-weight pressure storage tank, as well as the number of turbines and the size of the turbine. In order to achieve the above object, a hydroelectric power generation system of the present invention comprises: a reservoir, an upright pressure pipe disposed below the reservoir, a first horizontal pressure pipe connected to the upright pressure pipe and having an inlet and an outlet end, and a a first gas-liquid pressure balance chamber of the first horizontal pressure pipe, a water-weight pressure storage tank connected to the outlet end, a second horizontal pressure pipe connected to the water-liquid weight pressure storage tank, and a second gas-liquid pressure balance chamber And a turbine unit fixed to the first and second gas-liquid pressure balance chambers. The invention fills the tortuous and sealed first and second horizontal pressure pipes with water liquid (including any flowable liquid) having a high potential energy pressure, and the first and second gas-liquid pressure balance chambers are set in the pipeline. At least one water turbine is fixed in the cabin, and the water liquid at the end of the pressure pipe is used to make the water in the first and second horizontal pressure pipes form a stable flow continuity, thereby pushing at least the first and second gas-liquid pressure balance chambers. A turbine blade set that enables the turbine to generate a torsional hydroelectric design. In order to generate the large torsional force of the above-mentioned turbine, the weight of the closed section of the closed pressure pipe is used to manufacture the weight of the liquid and liquid with the function of water and liquid storage 099138072 Form No. A0101 Page 6 / Total 32 pages 0992066361-0 [0020] 201219645 [0021] [0025] [0025] [0026] [0026] Adding the depth of the water to the position of the pressure can be applied to the water and the water flow in the water

連動第一、第一氣液壓力平衡脸W ^ 缝Μ輪機葉卩，使水輪 機產生巨大扭轉力的水力發電設計。 料明亦剌於近水平壓力管道，所謂近水平壓力 管道’即包括水平壓力料触4_近乎水平壓力管 道，此近水傾力管道可加速料水液的流動 ，但其進 與出異構造·壓力平衡搶時，必f設計結構連接，才 能降低兩不同結構體的管阻阻力。 由上述之削，本發明，下狀_及功效： 道的增大，與氣液壓力平衡搶的再次高度增高，或管徑 再次增大於水平壓力管道，都在於使水輪«片取得最 大迴旋空間，並獲取最大管阻，而產生最大扭轉力。 2.本發明氣液壓力平衡餘頂端面設有氣壓自動控制闊 門使其内。p上方為一氣壓室，而讓水輪機組的上方葉 轉動上未又到水的阻力，以提升水輪機組的旋轉速 度，相對更増加發電量。 旦本發月第―、第二氣液麼力平衡搶該有的規模與數 量，水輪機㈣置數量，《規格，都在於使能獲取全 管路最大扭轉力總和。 本發明尋求最高高度的位能磨力，與最大水液重量 垂直爆六 ，兩種壓力的結合，在於創造管道最大壓力總 和。 099138072 表單鳊號A0101 第7頁/共32頁 0992066361-0 201219645 [0027] 5.本發明縮短水平壓力管道長度，以降低第一、第二 水平壓力管道内水液重量的管阻於最小。 [0028] 6.本發明水液重量壓力貯槽所在高度的規模，其必需 取決於：整個壓力管道的密閉性；水庫的高度；壓力管 道内水液量，也即管道截面積；壓力管道末端水液排放 流量率；地形地物的設備可設置點，與設備的耐壓性。 [0029] 7.本發明產生水液穩定流動連續性，於管道末端採行 傳統水力沖擊發電模式，而管道内轉動複數水輪機，進 行另類的水力扭轉發電模式，而其發電量總量遠大於傳 統水力發電電量數倍，數十倍甚或數百倍。 【實施方式】 [0030] 為了使貴審查委員能更進一步瞭解本發明之特徵 及技術内容，請參閱以下有關本發明之詳細說明與附圖 ，然而所附圖式僅提供參考與說明用，並非用來對本發 明加以限制者。 請先參閱第3、4圖，以下將說明本發明水力發電系 統3，包含一水庫4，底端設一出口 41 ; 一直立壓力管道5，設於該水庫4下方，其一端入口 51與 水庫4之出口 41相連接，並於入口 51處設一水液引進閘門 52，以輸送來自水庫4的水液； 一第一水平壓力管道6，應用流體力學水液穩定流動 連續性方程式：(Q:體積流量率，A:管道 截面積，V :水液流速），將第一水平壓力管道6設立其管 道口徑大於直立壓力管道5口徑，該第一水平壓力管道6 099138072 表單編號A0101 第8頁/共32頁 0992066361-0 201219645 設置有兩端，分別為入口端61與出口端62，該入口端61 與該直立壓力管道5之連接端相連，可將該直立壓力管道 5之水力傳輸’而出口端6 2則將經過水力動能作功後之水 液排出；此時第一水平壓力管道6的水流速度，將小於直 立壓力管道5水流速度，但此兩不相同口徑的水平與垂直 管道，其體積流量率相等，此第一水平壓力管道6管徑增 大目的，在於便利大型水輪機的固置，但其效應將使水 輪機產生轉速降低結果，卻可讓水輪機葉片取得更大受 力面積，而獲得更大扭力；Linking the first and first gas-liquid pressure balance face W ^ to the turbine blade, so that the water turbine produces a huge torsion hydropower design. It is also believed that it is also close to the horizontal pressure pipeline. The so-called near-horizontal pressure pipeline 'includes the horizontal pressure material touch 4_ near horizontal pressure pipeline. This near-water pressure pipeline can accelerate the flow of the feed water liquid, but its inlet and outlet structure · When the pressure balance is grabbed, the structural connection must be designed to reduce the resistance of the two different structures. From the above-mentioned cutting, the present invention, the lower shape _ and the effect: the increase of the road, and the gas-liquid pressure balance is again increased, or the pipe diameter is increased again in the horizontal pressure pipe, which is to make the water wheel «piece to obtain the maximum maneuver Space and get the maximum tube resistance, resulting in maximum torsional force. 2. The gas-liquid pressure balance front end surface of the present invention is provided with an air pressure automatic control wide door. Above p is a pressure chamber, and the upper blade of the turbine unit is rotated to the resistance of the water to increase the rotational speed of the turbine, and the power generation is relatively increased. Once the first month of the month, the second gas and liquid force balance to grab the size and quantity of the turbine, the number of turbines (four), "the specification is to enable the sum of the maximum torsion of the whole pipeline." The present invention seeks the highest level of potential energy friction, which is perpendicular to the maximum water and liquid weight. The combination of the two pressures is to create the sum of the maximum pressure of the pipeline. 099138072 Form nickname A0101 Page 7 of 32 0992066361-0 201219645 [0027] 5. The present invention shortens the horizontal pressure pipe length to minimize the pipe resistance of the water and liquid weights in the first and second horizontal pressure pipes. [0028] 6. The scale of the height of the water liquid weight storage tank of the present invention must depend on: the tightness of the entire pressure pipeline; the height of the reservoir; the amount of water in the pressure pipeline, that is, the cross-sectional area of the pipeline; Liquid discharge flow rate; equipment for terrain features can be set to point, and the pressure resistance of the equipment. [0029] 7. The invention produces a stable flow continuity of water and liquid, adopts a traditional hydraulic shock generation mode at the end of the pipeline, and rotates a plurality of turbines in the pipeline to perform an alternative hydraulic torsion power generation mode, and the total amount of power generation is much larger than the conventional one. Hydroelectric power is several times, dozens or even hundreds of times. [Embodiment] [0030] For a better understanding of the features and technical contents of the present invention, please refer to the following detailed description of the invention and the accompanying drawings, It is intended to limit the invention. Please refer to Figures 3 and 4 first. The hydroelectric power generation system 3 of the present invention will be described below, including a reservoir 4 with an outlet 41 at the bottom end; an upright pressure pipe 5 disposed below the reservoir 4 with an inlet 51 and a reservoir at one end. The outlet 41 of the 4 is connected, and a water liquid introduction gate 52 is provided at the inlet 51 to transport the water from the reservoir 4; a first horizontal pressure pipeline 6 is applied to the hydrodynamic fluid flow stability equation: (Q : volume flow rate, A: pipe cross-sectional area, V: water flow rate), set the first horizontal pressure pipe 6 to have a pipe diameter larger than the vertical pressure pipe 5 caliber, the first horizontal pressure pipe 6 099138072 Form No. A0101 Page 8 A total of 32 pages 0992066361-0 201219645 are provided with two ends, respectively an inlet end 61 and an outlet end 62, which are connected to the connection end of the upright pressure pipe 5, and can transmit the hydraulic force of the upright pressure pipe 5 The outlet end 6 2 discharges the water after the hydraulic kinetic energy work; at this time, the water flow velocity of the first horizontal pressure pipe 6 will be smaller than the water flow velocity of the vertical pressure pipe 5, but the horizontal and vertical of the two different diameters The pipeline has the same volumetric flow rate. The purpose of increasing the diameter of the first horizontal pressure pipeline 6 is to facilitate the fixing of the large turbine, but the effect will cause the turbine to produce a lowering speed, but the turbine blade can be more stressed. Area, and get more torque;

一氣液壓力平衡艙，該氣液壓力平衡艙本案以六個 為實施例，設有第一至第六氣液暴力乎衡艙71〜76，每 一氣液壓力平衡艙的頂端面各設一氣壓自動控制閥門7 i 〇 ，每-氣壓自動控·miG外連接有缩機（圖 未示），使其内部上方為-氣壓室m，下方為水流道 Ο 7111，並在該氣液壓力平衡艙内部依位能壓力不同而增 設水輪機組，本案實施例中係以第一氣液壓力平衡艙Η 為說明，係配置於該第一水平壓力管道6的入出口端Η 、62並相連’該第-氣液壓力平衡艙71頂端面設—氣壓 自動控制閥門710，其内部上方設一氣壓室？^， ' # 一與第一水平壓力管道6相貫通的水流道以丨丨，咳第 液壓力平衡艙71内部設有相樞接的水輪機組，▲ ^ 組依其位能壓力的不同而樞設一個武石| 飞至少-個以上，並 在中央設一位於預設水液液面715上方的轴桿，袖才曰 712中央柩接一設有複數葉片771的水輪機口，、 — ’以及在轴 弟一、第二耐高壓密封性轴承713、 桿712兩端各設有 099138072 m，以支撑水輪機77固設於第_氣液壓力平衡射i 表單編號A0101 第9頁/共32頁 的搶 0992066361-0 201219645 體，而軸桿712管外與發電機連、结，此為一般結構在此不 加以贅述，而水輪機77軸桿71 2下部葉片處於第—水平壓 力管道6水流道Π11水液内，承受流動水液的推移此種 推移產生的扭力，異於管道末端水液排放’對水輪機（ 圖未示）沖擊產生的旋轉力，另上部葉片處於氣壓室7ιι 内，上部葉片在轉動上未受到水的阻力，以提升其旋轉 速度，更不被第一水平壓力管道6流動水液推移，此種水 輪機77固置於封閉管道，使能獲取最大扭力，並於管道 末端設水液排放閘門63，將排放水沖擊水輪機（圖未示 )τ動發電機發電後，餘水流入河川； 一水液重量壓力貯槽，該水液重量壓力貯槽本案以 五個為實施例並設有第一至第五水液重量壓力貯槽8 i〜 85,第一至第五水液重量壓力貯槽81〜85各設有一入口 81〇' 820、830、840、850與一出〇815、825、835、 845、855，本案實施例中係以第一水液重量壓力貯槽81 為說明，該設於斜面最上方的入口 81〇與該第一水平壓力 官道6之出口端62相連，該水液重量壓力貯槽設為箱體 811(如第6圖），或筒體812(如第7圖），並於密閉壓 力管道中，其頂部設為傾斜狀813、814 ’而傾斜設計在 於防止管道中氣體滯留於此貯槽頂部； —第二水平壓力管道64，該第二水平壓力管道64設 置有兩端，一端為一與第一水液重量壓力貯槽81下方出 815相連接的入口端“I，俾使第一水液重量壓力貯槽 81。又置在第一水平壓力管道6與第二水平壓力管道之間 而相對另端為一出口端642 ,用以銜接另一水液重量壓 099138072 力貯槽，而出口端642若不銜接另一水液重量壓力貯槽， 表單蝙號A0101 第10頁/共32頁 0992066361-0 201219645 則在出口端642設一水液排故閘門63 ;以及 第-氣液壓力平衡艙72，該第二氣液壓力平衡搶72配 置於4第一水平壓力官道64之入口端641與出口端間 並相連，其内固置有水輪機組。A gas-liquid pressure balance chamber, the gas-liquid pressure balance chamber, in the present case, is provided with six first-to-six gas-liquid violence balance chambers 71-76, and a gas pressure is provided at the top end of each gas-liquid pressure balance chamber. Automatic control valve 7 i 〇, per-pressure automatic control · miG external connection has a reducer (not shown), so that the inside is - pressure chamber m, below is the water channel Ο 7111, and in the gas-liquid pressure balance chamber The hydraulic turbine unit is added according to the internal pressure difference. In the embodiment, the first gas-liquid pressure balance chamber is used as the description, and is disposed at the inlet and outlet ports 该, 62 of the first horizontal pressure pipe 6 and connected to the first - The top surface of the gas-liquid pressure balance chamber 71 is provided - a pneumatic automatic control valve 710, and a pneumatic chamber is arranged inside the gas pressure chamber? ^, ' #一 The water flow path that penetrates the first horizontal pressure pipe 6 is 丨丨, the cough liquid pressure balance chamber 71 is internally provided with a hydraulic turbine group that is pivotally connected, and the ▲ ^ group is hinged according to the pressure of its potential energy. Set a whetstone|fly at least one or more, and set a shaft at the center above the preset water level 715. The sleeve 曰 712 is centrally connected to a turbine mouth with a plurality of blades 771, — and Axis first, second high pressure sealed bearing 713, rod 712 are provided with 099138072 m at both ends to support the turbine 77 fixed in the first gas-liquid pressure balance shot i form number A0101 page 9 / total 32 pages 0992066361-0 201219645 body, and the shaft 712 is connected to the generator outside the tube. This is a general structure and will not be described here. The lower blade of the turbine 77 shaft 71 2 is in the first horizontal pressure pipe 6 water channel Π 11 water The torque generated by the displacement of the flowing water and liquid is different from the rotational force generated by the impact of the water at the end of the pipe on the turbine (not shown), and the upper blade is in the pressure chamber 7 ιι, and the upper blade is rotating. Not affected by water, The rotation speed is increased, and is not displaced by the first horizontal pressure pipe 6. The hydraulic turbine 77 is fixed in the closed pipe to obtain the maximum torque, and the water discharge gate 63 is provided at the end of the pipe to impact the discharge water. After the turbine (not shown) generates electricity from the generator, the residual water flows into the river; the water-weight weight storage tank, the water-weight weight storage tank, the case is five and the first to fifth water-liquid weight pressures are provided. The storage tanks 8 i to 85, the first to fifth water-liquid weight pressure storage tanks 81 to 85 are respectively provided with an inlet 81〇' 820, 830, 840, 850 and a discharge port 815, 825, 835, 845, 855, the embodiment of the present invention For example, the first water liquid weight storage tank 81 is connected to the outlet end 81 of the first horizontal pressure official passage 6, and the water liquid weight pressure storage tank is set to the tank body 811. (as shown in Figure 6), or cylinder 812 (as in Figure 7), and in the closed pressure pipe, the top of the pipe is set to be inclined 813, 814 ' and the inclined design is to prevent the gas in the pipe from staying on the top of the tank; a second horizontal pressure conduit 64, the second water The pressure pipe 64 is provided with two ends, one end of which is an inlet end "I connected to the lower water outlet 815 of the first water-liquid pressure storage tank 81", so that the first water-liquid weight pressure storage tank 81 is placed in the first horizontal pressure pipeline. 6 is between the second horizontal pressure pipe and the opposite end is an outlet end 642 for engaging another water liquid weight pressure 099138072 force storage tank, and the outlet end 642 is not connected to another water liquid weight pressure storage tank, the form bat number A0101 Page 10 / Total 32 pages 0992066361-0 201219645 At the outlet end 642 is provided a water liquid drain gate 63; and the first - gas-liquid pressure balance chamber 72, the second gas-liquid pressure balance grab 72 is arranged in 4 first The inlet end 641 of the horizontal pressure official passage 64 is connected to the outlet end, and a turbine unit is fixed therein.

由上述兀件說明，本發明之系統區分出其與習知技 藝不同之處及其所利用之技術原理，本發明之原理為在 於利用氣液分離特性，製造第〆、第二氣液壓力平衡艙 71、72，利用水液由上而下自然流動物理，製造水液重 里壓力貯槽，再應用水液在管道内所在位置的深度，具 有的位忐施加壓力，與壓力管遂内水液重量垂直壓力， 、同推移第、第一水平壓力管道6、6 4的重量水液，並 扭轉水輪機帶動發電機進行發電> :The above description shows that the system of the present invention distinguishes the difference from the prior art and the technical principle utilized. The principle of the present invention is to manufacture the first and second gas-liquid pressure balance by utilizing the gas-liquid separation characteristics. The tanks 71 and 72 use the water to flow naturally from top to bottom to produce a water and liquid pressure tank, and then apply the depth of the water in the pipeline, with the pressure applied to the tank and the weight of the water in the pressure tank. Vertical pressure, the same as the first, first horizontal pressure pipe 6, 6 4 weight water, and reverse the turbine to drive the generator to generate electricity>:

099138072 本發明實施時，利用氣體與叙體自然分離特性，及 避免水輪機77軸桿712上、下葉片，於第一水平壓力管道 6内承欠水流推力時’產生反向受力的扭力抵消損失，本 發明再次利用已將管徑增大的第一水平壓力管道6，將其 部份長度或全長度，又一次增高其高度（如第4圖）或擴大 其管徑（如第5圖）之氣液壓力平衡擒7A，建立氣液分離艙 ，並佐以壓力自動調控系統調控水液液面715，保持氣液 壓力平衡，上述第一氣液壓力平衡艙71具有容許水輪機 77葉片在氣體與液體間，足夠的交替迴旋空間，並可吸 納壓力管道水液流動的氣阻空氣，防止水錘現象，同時 消除傳統水力發電平壓塔，會改變水液位能壓力對水輪 機作功的減壓缺陷，因此該第一氣液壓力平衡艙71内水 液液面71 5高度的持恆，將藉由空氣壓縮機（圖未示）對 艙内氣體壓力的自動控制系統所運作，讓艙内水輪機組 0992066361-0 表單編號A0101 第11頁/共32頁 201219645 的上方葉片在轉動上未受到水的阻力，可提升水輪機組 的旋轉速度，以確保流經第一氣液壓力平衡艙71内水液 液面71 5的穩定；上述高度增高或管徑增大的氣液壓力平 衡艙7A，與第一水平壓力管道6結構的不同，因水平與直 立壓力管道5為水液滿管流動，進入氣液壓力平衡搶卻水 液液位只有艙體高度的一半，其進與出兩不同管徑的管 道間，勢必產生水液流動管阻阻力，如何降低兩不同管 道結構彼此間的水液流動管阻，將依氣液壓力平衡艙的 設計模式而定，以能夠降低水流管阻於最大。 本發明水力發電系統3係由上而下依位能壓力的不同 ，再增設另一層的水液重量壓力貯槽與其連接的水平壓 力管道及氣液壓力平衡艙，如第3圖所示，其中該第一至 第六氣液壓力平衡艙71〜76各艙體内，由上而下依位能 壓力的不同而樞設一個或至少一個以上水輪機77，而為 多層次水平壓力管道發電，本案以六個之第一至第六水 平壓力管道6、64、65、66、67、68,該等壓力管道均 設有入口端 61、641、651、661、671、681 與出口端 62 、642、652、662、672、682，並於最末端第六水平壓 力管道68的出口端682處設一水液排放閘門63 ;本發明操 作時，請再參閱第3、8圖所示，首先開啟壓力管道末端 水液排放閘門63，因水庫4的水液位能壓力，與水液由上 而下自然流動的水液重量垂直壓力，共同推擠第一水平 壓力管道6内水液由排放***出，而第一水平壓力管道6 内第一至第六氣液壓力平衡艙71〜76内的水輪機77，隨 著水液的流動而扭轉，並帶動管外發電機進行發電，最 後水液流入河川下游。 099138072 表單編號A0101 第12頁/共32頁 0992066361-0 201219645 所述設立大於多層次水平壓力管道容積的水液重量 壓力貯槽，係依據相同形狀、相同深度、相同出水口大 小，而不同容積的兩個水桶，開啟出水口，測得大容積 水桶喷水著地距離，遠大於小容積水桶喷水著地距離的 實驗結果而建立。 又，所述水輪機77的扭轉速度將取決於： 1. 管道末端水液排放口的排放流量。 2. 第一水平壓力管道6的體積流量率。 再請參閱第9圖所示，本發明水力發電系統之能量分 析如下： 該第一至第五水平壓力管道6、64、65、66、67内 的水液重量，加上水輪機77葉片，其共同管阻阻力都相 等。 在直立管道管徑夠大的狀況下，設定水庫4至第一水 平壓力管道6前的水液重量垂直壓力，與第一至第四水液 重量壓力貯槽81〜84内的水液重量垂直壓力都相等。 再設定水庫至第四水液重量壓力貯槽4、81、82、83 、84的間隔高度皆為10. 33公尺，也即位能壓力差都是 latm (大氣壓力）。 估且不計算第一水平壓力管道6，與第一至第五氣液 壓力平衡艙71〜75之間，不同結構引發的管道管阻阻力 ，也不計算水液黏滯係數與表面張力。 當水庫4與直立壓力管道5的聯合水液重量垂直壓力 ，加上10. 33公尺深度取得的latm位能壓力，正足以推 動第一個水平壓力管道6内，水液重量與水輪機77葉片共 同管阻阻力。 099138072 表單編號A0101 第13頁/共32頁 0992066361-0 201219645 上述第一至第四水液重量壓力貯槽81〜84的水液重 莖垂直壓力，加上所處管道深度具有的大氣壓力，分別 為2atm、3atm、4atm、5atm的位能施加壓力，而推動 相同條件的第一至第五水平壓力管道6、64、65、66、 67内的水液重量與水輪機77葉片共同管阻阻力時，都只 需latm的大氣壓力，與等量的水貯槽内水液重量垂直壓 力’因而全壓力管道將有 latm + 2atm + 3atm + 4atm = l〇atm 多餘的大氣壓力。 又，此lOatm多餘的大氣壓力可用來再推動，具有等 里水液重ϊ壓力儲槽的水平壓力管道内，丨〇倍的水液重 1與10台水輪機77葉片組，也自然可分別施壓於不同層 次水平壓力管道6、64，來推動該多層次内水液重量，與 水輪機77葉片組，並帶動發電機發電，並於管道末端利 用水液排放沖擊水輪機（圖未示），帶動發電機發電後 ，最後水液流入河川下游。 本發明另一實施例，請參閱第u圖所示，係將以前 由鬲山上之水源提供並注入水庫4，該水庫*可為一上水 槽4c，更包括一下水槽9，該上水槽4(：侧邊上方設一輸送 管91與下水槽9連接，下水槽9一側下方設一抽水馬達们 ，一側上方設一供地平面的河水或海水進入的入水口 9 3 ’該下水槽9相對另側上方設一管路94，與最末端第六水 平壓力管道68出口端682之水液排放閘門63連接，欲實施 時，先備壓與備液步驟： 1. 注滿下水槽9水液； 2. 關閉第六水平壓力管道68最末端的水液排放閘門63 ; 3. 啟動下水槽9抽水馬達9 2，將水液藉一輸送管91抽升至 0992066361-0 099138072 表單編號A0101 第Η頁/共32頁 201219645 上水槽，並開啟水液引進_52，注滿整個壓力管道 ’並同時保持下水槽9與上水如水液注滿溢；此時整個 壓力管道，包括卜至第五錢重量壓力貯〜85都 充滿水，而與第-至第六水平壓力管道6、64、65 66、 W、68連接的第—至第六氣液壓力平衡艙Yu，上部 充滿因水液注入管道而被擠壓的空氣； 4·利用空氣I缩機氣壓自動控制閥門71()，加壓第—至第 六氣液壓力平衡搶7卜76的氣壓室711，讓舱内水液的水099138072 In the implementation of the present invention, the natural separation characteristics of the gas and the body are utilized, and the upper and lower blades of the shaft 77 of the hydraulic turbine 77 are avoided, and the torque of the reverse force is generated when the water flow thrust is underwritten in the first horizontal pressure pipe 6. The present invention again utilizes the first horizontal pressure pipe 6 which has increased the pipe diameter, and increases its height (such as FIG. 4) or enlarges its pipe diameter (as shown in FIG. 5). The gas-liquid pressure balance 擒7A establishes a gas-liquid separation chamber, and the water-liquid level 715 is adjusted by the automatic pressure control system to maintain the gas-liquid pressure balance. The first gas-liquid pressure balance chamber 71 has the gas turbine 77 blade allowed in the gas. Between the liquid and the liquid, there is enough alternating swirling space, and it can absorb the air-resistance air flowing in the water of the pressure pipeline to prevent the water hammer phenomenon, and at the same time eliminate the traditional hydraulic power level pressure tower, which will change the water level energy pressure to reduce the work of the water turbine. The pressure defect, so the height of the liquid liquid level 71 5 in the first gas-liquid pressure balance chamber 71 is constant, and the air compressor (not shown) automatically controls the gas pressure in the cabin. Operation, so that the upper blades of the in-cabin turbine group 0992066361-0 Form No. A0101 Page 11 / Total 32 pages 201219645 are not subjected to water resistance in rotation, which can increase the rotation speed of the turbine to ensure the flow of the first gas-liquid pressure The liquid-liquid level 71 5 in the balance tank 71 is stable; the gas-liquid pressure balance chamber 7A having the above-mentioned height increase or increase in the pipe diameter is different from the structure of the first horizontal pressure pipe 6, because the horizontal and vertical pressure pipes 5 are water liquid Full pipe flow, enter the gas-liquid pressure balance, grab the water liquid level is only half of the height of the cabin, and between the two pipes with different diameters, it will inevitably produce the resistance of the water flow pipe resistance, how to reduce the two different pipe structures to each other The water flow resistance between the two will depend on the design mode of the gas-liquid pressure balance chamber to reduce the maximum resistance of the water flow tube. The hydroelectric power generation system 3 of the present invention has a top-down pressure depending on the position energy, and a horizontal pressure pipe and a gas-liquid pressure balance chamber connected to the other layer of the water-liquid weight pressure storage tank are added, as shown in Fig. 3, wherein In each of the first to sixth gas-liquid pressure balance chambers 71 to 76, one or at least one hydraulic turbine 77 is pivoted depending on the top-down energy, and the multi-level horizontal pressure pipeline generates electricity. Six first to sixth horizontal pressure pipes 6, 64, 65, 66, 67, 68, wherein the pressure pipes are provided with inlet ends 61, 641, 651, 661, 671, 681 and outlet ends 62, 642, 652, 662, 672, 682, and a water discharge gate 63 is disposed at the outlet end 682 of the most horizontal sixth horizontal pressure pipe 68. When the present invention is operated, please refer to the figures 3 and 8 to first open the pressure. The water discharge gate 63 at the end of the pipeline is pushed by the discharge port of the first horizontal pressure pipe 6 due to the pressure of the water level of the reservoir 4 and the vertical pressure of the water flowing from the top to the bottom of the water. And the first level of pressure pipe 6 first to the first 71~76 turbine in a gas-liquid equilibrium pressure chamber 77, with the flow of aqueous liquid is twisted, and the outer tube driven generator to generate electricity, the most downstream of the water entering streams. 099138072 Form No. A0101 Page 12 of 32 0992066361-0 201219645 The establishment of a water-liquid weight pressure storage tank larger than the multi-level horizontal pressure pipeline volume is based on the same shape, the same depth, the same outlet size, and two different volumes. A water bucket, which opens the water outlet, is established by measuring the distance of the water sprayed by the large volume bucket, which is much larger than the experimental result of the water spray distance of the small volume bucket. Again, the torsional speed of the turbine 77 will depend on: 1. The discharge flow rate of the water discharge port at the end of the pipe. 2. The volumetric flow rate of the first horizontal pressure conduit 6. Referring again to FIG. 9, the energy analysis of the hydroelectric system of the present invention is as follows: the weight of the water in the first to fifth horizontal pressure pipes 6, 64, 65, 66, 67, plus the turbine 77 blade, The common resistance is equal. In the condition that the pipe diameter of the vertical pipe is large enough, the vertical pressure of the water liquid before the reservoir 4 to the first horizontal pressure pipe 6 is set, and the vertical pressure of the water and liquid in the first to fourth water liquid weight storage tanks 81 to 84 is set. All are equal. The interval between the reservoir and the fourth water liquid weight storage tanks 4, 81, 82, 83, and 84 is 10.33 meters, that is, the potential energy difference is latm (atmospheric pressure). It is estimated that the first horizontal pressure pipe 6 and the first to fifth gas-liquid pressure balance chambers 71 to 75, the pipe resistance resistance caused by different structures, and the water-liquid viscosity coefficient and surface tension are not calculated. When the vertical pressure of the combined water and liquid weight of the reservoir 4 and the upright pressure pipe 5, plus the latte potential energy obtained at a depth of 10.33 meters, is sufficient to push the first horizontal pressure pipe 6, the water and liquid weight and the turbine 77 blade Common resistance to resistance. 099138072 Form No. A0101 Page 13 of 32 0992066361-0 201219645 The vertical pressure of the liquid stalk of the first to fourth water-liquid pressure storage tanks 81 to 84, plus the atmospheric pressure at the depth of the pipeline, respectively The positions of 2 atm, 3 atm, 4 atm, and 5 atm can apply pressure, and when the weight of the water in the first to fifth horizontal pressure pipes 6, 64, 65, 66, 67 of the same condition is promoted to the common pipe resistance of the blades of the turbine 77, All need only the atmospheric pressure of lamat, and the vertical pressure of water and liquid in the same amount of water storage tank 'so the full pressure pipeline will have extra atmospheric pressure of lamat + 2atm + 3atm + 4atm = l〇atm. In addition, the excess atmospheric pressure of this lOatm can be used to push again. In the horizontal pressure pipeline with equal water and liquid pressure storage tank, the water weight of 1 times and the 77 blade group of 10 turbines can also be applied separately. Pressure on different levels of horizontal pressure pipes 6, 64 to promote the multi-level water and liquid weight, and the turbine 77 blade group, and drive the generator to generate electricity, and use the water and liquid discharge impact turbine at the end of the pipe (not shown) After the generator generates electricity, the last water flows into the lower reaches of the river. Another embodiment of the present invention, as shown in Fig. u, is provided by a water source on the mountain and injected into the reservoir 4, which may be an upper water tank 4c, and further includes a lower water tank 9, the upper water tank 4 ( A conveyor pipe 91 is connected to the lower water tank 9 at the upper side of the side, and a pumping motor is arranged below the side of the lower water tank 9. On one side, a water inlet or a seawater inlet for the ground plane is provided. A pipe 94 is disposed on the upper side of the other side, and is connected to the water discharge gate 63 of the outlet end 682 of the most horizontal sixth horizontal pressure pipe 68. To be implemented, the first pressure and the liquid preparation step are as follows: 1. Fill the water tank 9 water 2. Close the water discharge gate 63 at the end of the sixth horizontal pressure pipe 68; 3. Start the lower water tank 9 pumping motor 9 2, and pump the water liquid to a conveyor pipe 91 to 0992066361-0 099138072 Form No. A0101 Η page / a total of 32 pages 201219645 on the sink, and open the water to introduce _52, fill the entire pressure pipe 'and at the same time keep the sink 9 and the water such as water filled with overflow; at this time the entire pressure pipe, including Bu to fifth Money weight pressure storage ~ 85 are full of water, and with the first to the first The first to sixth gas-liquid pressure balance chambers Yu connected by the horizontal pressure pipes 6, 64, 65 66, W, 68, the upper part is filled with air which is squeezed by the water injection pipe; 4. The air is automatically compressed by the air Control valve 71 (), pressurize the first to sixth gas-liquid pressure balance grab 7 bar 76 of the pressure chamber 711, let the water in the tank water

平線處於預度高度’且力求水輪機77轴桿712位於水液液 面Π5上方（同時參閱第4圖）。 ^货免珊弗域圖所示，首先開 =力管道末端水液排放閑__通水槽㈣水液位 能壓力，與水液由上而下自然流動的水液重量垂直廢力 ’共同推擠第-水平壓力管道6内部的水液由排放***出 ’而第—水平壓力管道6内[至第域液壓力平衡搶Η 〜76内的水輪機77，隨著水液的流動而扭轉，並帶動管The flat wire is at a pre-height' and the turbine 77 shaft 712 is positioned above the liquid level Π5 (see also Figure 4). ^ The goods are not shown in the Sanfo field diagram. Firstly, the water at the end of the force pipe is drained. The water level energy is pressed, and the water liquid is vertically moved from the top to the bottom. The water inside the squeezed first-horizontal pressure pipe 6 is ejected from the discharge port' while the first horizontal pressure pipe 6 [to the first hydraulic pressure balance rushing pipe 76 in the hydraulic turbine 77, twists with the flow of water, and Drive tube

2電機進行發電，而當最後排放水液流人下水槽9時， 水馬達92繼_水，將下永槽9水液藉由輸送州 與玄發:水？。，補充上水槽4。水液’除了滲漏、溢流 务外，水液將不斷被循環利用。 需克=:=:Trr揚升一，必 償氣液壓力平衡艙内以^道内水液重$ ’以及補 人的經驗法則，湘電力損耗，依本發明 ，帶動發«發電_發電模式，水液推動水輪機 099138072 ，絕對是绰蜂有餘，亦重，來執行此3項必須克服的損耗 表單編號々_ '、可利用本發明之發電規模越大時2 The motor generates electricity, and when the last discharge water flows down the sink 9, the water motor 92 follows the water, and the lower water 9 is transported by the state and the Xuanfa: water? . , add to the sink 4. In addition to leakage and overflow, the water liquid will be continuously recycled. Needs gram =:=:Trr is raised one by one, and the gas and liquid pressure balance chamber must be compensated for the weight of the liquid in the channel and the rule of thumb of the supplement, the power loss of Xiang power, according to the invention, to drive the «power generation_power generation mode, The water liquid pushes the turbine 099138072, which is definitely more than enough, and it is heavy to implement the loss form number 々 _ ' which must be overcome by the three items.

15貢/共32 W ' ^ 0992066361Η 201219645 ，其產生的電量將越多，來補實經驗法則。 另，本發明水力發電系統3所需壓力之另一實施例， 係在每一氣液壓力平衡艙頂端面各設一氣壓自動控制閥 門710，每一氣壓自動控制閥門71〇係外接至空氣受壓艙 6b，並對各艙體内氣體壓力的自動控制系統之操作步驟 ，請參閱第10圖及配合第3圖所示，如下所述： a. 關閉氣體輸送管開關5b ; b. 打開水液排放防擠壓之進氣閥門lb ,關閉排放水閘 門2b ; c. 打開水液重量壓力加壓空氣受壓艙6b之進水閥門扑 ，再打開管路進水閥門4b，讓水流充滿全管道，與空氣 丈壓艙6b並讓水液由水液排放防播壓之進氣閥門lb喷出 ， d. 關閉水液重量壓力加壓空氣艙之進水閥門3b，打開 排放水閘門2b，進行空氣受壓艙6b排水，此時水液排放 防擠壓之進氣閥門lb必須保持開啟，否則虹吸效應會發 生將空氣受壓艙6b壓扁危機； e. 當空氣受壓艙6b水液排空後，關閉水液排放防擠壓 之進氣閥門1 b與排放水閘門2b ; f. 必需先打開水庫4下方的管路進水閥門4b，再打開水 液重量壓力加壓空氣受壓艙6b之進水閥門3b，否則虹吸 效益’會發生管道崩陷危機，利用水液重量壓力，與位 能壓力共同施麼空氣受壓艙6b，即可於搶内獲得全管道 最大氣體壓力’此壓力可供應本發明水力發電系統3第一 至第六氣液壓力平衡艙71〜76的氣壓室壓力； g. 當開啟氣體輸送管開關5b，將空氣受壓艙6b空氣壓 099138072 表單編號A0101 第16頁/共32頁 0992066361-0 201219645 力釋出，供給第一至第六氣液壓力平衡艙71〜76的氣壓 室壓力時，水液將漸漸充滿空氣受壓艙6b，也即空氣受 壓艙6b内空氣壓力已漸漸消失； h. 再次關閉水液重量壓力加壓空氣受壓艙6 b之進水閥 門3b ; i. 再次打開水液排放防擠壓之進氣閥門lb後，再開啟 排放水閘門2b，將空氣受壓艙6b内水液排放完。 j. 之後重複e〜h的步驟，即可利用水液的損失，取得 本發明水力發電系統3的所需壓力。15 tribute / total 32 W ' ^ 0992066361 Η 201219645 , the more electricity it produces , to complement the rule of thumb. In addition, another embodiment of the pressure required by the hydropower system 3 of the present invention is provided with a pneumatic automatic control valve 710 at the top end of each gas-liquid pressure balance chamber, and each pneumatic automatic control valve 71 is externally connected to the air pressure. For the operation of the cabin 6b and the automatic control system for the gas pressure in each compartment, please refer to Figure 10 and the diagram shown in Figure 3, as follows: a. Close the gas delivery pipe switch 5b; b. Open the water Discharge the anti-extrusion intake valve lb, close the discharge sluice gate 2b; c. Open the water and liquid weight pressure, pressurize the air, press the inlet valve of the pressure chamber 6b, and then open the pipeline inlet valve 4b to allow the water to fill the full pipeline. And the air pressure chamber 6b and let the water liquid be discharged by the water liquid discharge anti-casting pressure inlet valve lb, d. close the water liquid weight pressure air chamber inlet valve 3b, open the discharge water gate 2b, carry out The air is drained by the ballast 6b. At this time, the inlet valve lb of the water discharge anti-extrusion must be kept open, otherwise the siphon effect will cause the air to be crushed by the pressure chamber 6b; e. When the air is pressurized, the water tank 6b After empty, close the water discharge and prevent the extrusion Valve 1 b and discharge sluice gate 2b; f. It is necessary to open the pipeline inlet valve 4b below the reservoir 4, and then open the inlet valve 3b of the pressurized pressure air pressurized chamber 6b, otherwise the siphon benefit will occur Pipeline collapse crisis, using the weight of water and liquid pressure, combined with the potential energy pressure, the air pressure chamber 6b, can obtain the maximum gas pressure of the whole pipeline within the grab. 'This pressure can supply the first to the first hydropower system of the present invention. Pressure chamber pressure of the six gas-liquid pressure balance chambers 71 to 76; g. When the gas delivery pipe switch 5b is turned on, the air is pressurized by the ballast 6b, air pressure 099138072 Form No. A0101 Page 16 / Total 32 pages 0992066361-0 201219645 Force released When the pressure of the air pressure chambers of the first to sixth gas-liquid pressure balance chambers 71 to 76 is supplied, the water liquid will gradually fill the air pressure chamber 6b, that is, the air pressure in the air pressure chamber 6b has gradually disappeared; h. The water liquid weight pressure pressurized air is pressurized by the pressure tank 6 b of the water inlet valve 3b; i. After opening the water liquid discharge anti-extrusion intake valve lb, the drain water gate 2b is opened again, and the air is pressurized by the water in the pressure chamber 6b The liquid is discharged. j. After repeating the steps of e to h, the required pressure of the hydroelectric power generation system 3 of the present invention can be obtained by utilizing the loss of water and liquid.

Ο [0031] 由上述說明，本發明遵循能量守恆定律，自行創造 並儲存水力能量源，此一重大發明勢必活化整個全球水 資源（含海水或任何可流動液體）的能量大應用，此一 沒有污染、沒有抗爭，不慮缺乏的純淨水力能源開發， 必將引起全世界的震憾，故祈盼各位審查委員能盡快核 准專利權，讓此一即將造福人類用電需求的天大好消息 ，得以早日公諸於世。 惟以上所述僅為本發明之較佳可行實施例，非因此 即拘限本發明之專利範圍，故舉凡應用本發明說明書及 圖式内容所為之等效結構變化，均同理皆包含於本發明 之範圍内，以保障發明者之權益，於此陳明。 【圖式簡單說明】 第1圖：為傳統微型水力發電之證書號第M364094號水輪 機發電之示意圖。 第2圖：為傳統微型水力發電之證書號第M34241 7號水輪 機發電之示意圖。 099138072 表單編號A0101 第17頁/共32頁 0992066361-0 [0032] 201219645 [0033] 第3圖：為本發明水力發電系統多層次配置前視圖。 [0034] 第4圖：為第3圖氣液壓力平衡艙與水平壓力管道配置示 意圖。 [0035] 第5圖：為第3圖氣液壓力平衡艙另一實施例與水平壓力 管道配置示意圖。 [0036] 第6圖：為第3圖水液重量壓力貯槽與水平壓力管道配置 示意圖。 [0037] 第7圖：為第3圖水液重量壓力貯槽另一實施例與水平壓 力管道配置示意圖。 [0038] 第8圖：為本發明水力發電系統多層次水液扭轉水輪機之 示意圖。 [0039] 第9圖：為本發明水力發電系統多層次之能量分析示意圖 [0040] 第10圖：為本發明水力發電系統所需氣體壓力之另一實 施例示意圖。 [0041] 第11圖：為本發明水力發電系統配置下水槽之前視圖。 【主要元件符號說明】 [0042] (習用） [0043] 密閉管道之微型水力發電.1 [0044] 壓力管道.10 [0045] 一 侧葉片· 1 1 1 [0046] 水流管道· 1 2 099138072 表單編號A0101 第18頁/共32頁 水輪機.11 另一側葉片· 11 2 0992066361-0 201219645 [0047] 開放性管道之微型水力發電.2 水輪機.21 上部葉片.212 水輪機.21d 水庫.4 直立壓力管道.5 水液引進閘門.52 [0048] 渠道.20 [0049] 下部葉片.211 [0050] 第一台水輪機.21c [0051] (本發明） [0052] 水力發電系統.3 [0053] 出口 . 4 1[0031] From the above description, the present invention follows the law of conservation of energy and creates and stores a source of hydraulic energy by itself. This major invention is bound to activate the energy application of the entire global water resource (including seawater or any flowable liquid). Pollution, no resistance, and lack of pure hydropower development will surely cause shocks around the world. Therefore, I hope that the review committees will approve the patent rights as soon as possible, so that this good news that will benefit the human needs of electricity will be recognized soon. In the world. However, the above description is only a preferred embodiment of the present invention, and thus the scope of the present invention is not limited thereto, and the equivalent structural changes of the present invention and the contents of the drawings are all included in the present invention. Within the scope of the invention, to protect the rights and interests of the inventors, Chen Ming. [Simple description of the figure] Fig. 1 is a schematic diagram of the power generation of the water turbine of the traditional micro hydropower certificate No. M364094. Figure 2: Schematic diagram of the power generation of the traditional micro hydropower certificate No. M34241 No. 7 water turbine. 099138072 Form No. A0101 Page 17 of 32 0992066361-0 [0032] 201219645 [0033] Figure 3: Front view of the multi-level configuration of the hydropower system of the present invention. [0034] Fig. 4 is a schematic view showing the configuration of the gas-liquid pressure balance chamber and the horizontal pressure pipe in Fig. 3. [0035] Fig. 5 is a schematic view showing another embodiment of a gas-liquid pressure balance chamber of Fig. 3 and a horizontal pressure pipe. [0036] Fig. 6 is a schematic view showing the configuration of the water liquid weight storage tank and the horizontal pressure pipeline of Fig. 3. [0037] FIG. 7 is a schematic view showing another embodiment of a water-liquid weight pressure storage tank of FIG. 3 and a horizontal pressure pipeline. 8 is a schematic view showing a multi-layer water-liquid torsion turbine of a hydroelectric power generation system according to the present invention. 9 is a schematic diagram of multi-level energy analysis of a hydroelectric power generation system of the present invention. [0040] FIG. 10 is a schematic view showing another embodiment of the gas pressure required for the hydroelectric power generation system of the present invention. [0041] FIG. 11 is a front view of the water tank of the present invention configured with a sink. [Main component symbol description] [0042] (Utility) [0043] Miniature hydroelectric power generation of closed pipes.1 [0044] Pressure pipe.10 [0045] One side blade · 1 1 1 [0046] Water flow pipe · 1 2 099138072 Form No. A0101 Page 18 of 32 Hydraulic Turbine.11 Other Side Blades · 11 2 0992066361-0 201219645 [0047] Open Pipeline Micro Hydropower.2 Turbine.21 Upper Blade.212 Turbine.21d Reservoir.4 Upright Pressure Pipeline .5 Water Liquid Import Gate. 52 [0048] Channel. [0049] Lower Blade. 211 [0050] First Turbine. 21c [0051] (Invention) [0052] Hydroelectric System. 3 [0053] . 4 1

DD

[0054] 入口 . 5 1 [0055] 第一水平壓力管道.6 [0056] 入口端.61、641、651、661、671 ' 681 [0057] 出口端.62、642、652、662、672、 682 [0058] 水液排放閘門.63 [0059] 第二至第六水平壓力管道.64、65、66、67、68 [0060] 氣液壓力平衡搶.7A [0061] 第一至第六氣液壓力平衡艙.71〜76 [0062] 氣壓自動控制閥門.710氣壓室.711 [0063] 水流道.7111 軸桿.712 [0064] 第一、第二耐高壓密封性軸承.713、 714 [0065] 水液液面.715水輪機.77 099138072 表單編號A0101 第19頁/共32頁 0992066361-0 201219645 [0066] 葉片.771 [0067] 第一至第五水液重量壓力貯槽.81〜85 [0068] 入口 · 810、820、830 [0069] 出口 .815、825、835 [0070] 箱體· 811 [0071] 傾斜狀.813、814 [0072] 下水槽.9 [0073] 抽水馬達.9 2 [0074] 管路.9 4 [0075] 排放水閘門.2 b [0076] 管路進水閥門.4b [0077] 空氣受壓艙.6b 840 ' 850 845 、 855 筒體.812 上水槽.4 c 輸送管.91 入水口 . 93 進氣閥門.1 b 進水閥門.3b 氣體輸送管開關.5b 099138072 表單編號A0101 第20頁/共32頁 0992066361-0[0054] Inlet. 5 1 [0055] First horizontal pressure conduit. 6 [0056] inlet end .61, 641, 651, 661, 671 '681 [0057] outlet end .62, 642, 652, 662, 672, 682 [0058] Water-liquid discharge gate. 63 [0059] Second to sixth horizontal pressure pipes. 64, 65, 66, 67, 68 [0060] Gas-liquid pressure balance grab. 7A [0061] First to sixth gas Hydraulic pressure balance chamber. 71~76 [0062] Air pressure automatic control valve. 710 pressure chamber. 711 [0063] Water flow path .7111 shaft rod .712 [0064] First and second high pressure resistant sealed bearings. 713, 714 [ 0065] Water Liquid Level .715 Turbine. 77 099138072 Form No. A0101 Page 19 / Total 32 Page 0992066361-0 201219645 [0066] Blades .771 [0067] First to fifth water-liquid weight storage tanks. 81~85 [ 0068] Inlet · 810, 820, 830 [0069] Outlet. 815, 825, 835 [0070] Enclosure · 811 [0071] Tilted. 813, 814 [0072] Lower Sink. 9 [0073] Pumping Motor. 9 2 [0074] Piping.9 4 [0075] Discharge sluice gate. 2 b [0076] Piping inlet valve. 4b [0077] Air compression chamber. 6b 840 ' 850 845, 855 cylinder. 812 upper sink. 4 c Conveying pipe .91 inlet. 93 Intake valve.1 b Inlet valve.3b Gas delivery tube switch.5b 099138072 Form No. A0101 Page 20 of 32 0992066361-0

Claims (1)

201219645 七、申請專利範圍： 1 . 一種水力發電系統’可將水力動能轉化為電能，其包含： 一水庫，底端設一出口；一直立壓力管道，設於該水庫下 方，其一端入口與水庫之出口相連接，並於入口處設一水 液引進閘門；一第一水平壓力管道，該第一水平壓力管道 設置有兩端，分別為入口端與出口端，該入口端與直立壓 力管道相連’可由直立壓力管道水力傳輸，而出口端則將 經過水力動能作功後之水液排出；一第一氣液壓力平衡艙 ，配置於該第一水平壓力管道的入口端與出口端之間並相 〇 連’設有可將該第一水平壓力管道的入口端之水力動能收 納，而出口端則將經過水力動能作功後之水液排出，該第 . ... , 一氣液壓力平衡艙包含一艙體，該鉍體中央备一預設水液 液面，下方設一與該水平壓力管道入、出口端相貫通的水 流道’ 一氣壓自動控制閥門，設於艙體頂端面並外連接一 - 空氣壓縮機’使艙體内部上方為氣壓室，一水輪機組，該 水輪機組與艙體相樞接，並依位能壓力的不同而樞設一個 Q 或至少一個以上；一水液重量壓力貯槽，該水液重量壓力 貯槽上方設一入口、下方設一出口，其上方入口與該第一 水平壓力管道之出口端相連，並且將該第一水平壓力管道 出口端傳入之水液傳送到該貯槽的出口排放；一第二水平 壓力官道，該第二夯平壓力管道設置有兩端，一端為一與 水液重量壓力貯槽下方出口相連接的入口端，則第一與第 二水平壓力管道之間連接有水液重量壓力貯槽，而相對另 端設一出口端’以銜接另一水液重量壓力貯槽，而出口端 不銜接另一水液重量壓力貯槽時，則在出口端設一水液排 099138072 表單編號A0101 第21頁/共32頁 0992066361-0 201219645 放閘門；以及一第二氣液壓力平衡艙，該第二氣液壓力平 衡艙配置於該第二水平壓力管道之入口端與出口端間並相 連，其内設有水輪機組，使該第一與第二氣液壓力平衡艙 内，水流動能扭轉水輪機轉換為機械能，再轉換為電能。 2 .如申請專利範圍第1項所述之一種水力發電系統，其中該 水輪機設有複數葉片，其中央設一位於預設水液液面上方 的軸桿，以及在軸桿兩端各設有第一、第二耐高壓密封性 軸承，以支撐水輪機組固設於第一、第二氣液壓力平衡艙 的艙體。 3 .如申請專利範圍第1項所述之一種水力發電系統，其中每 一氣壓自動控制閥門，可外接一空氣受壓艙，該空氣受壓 艙的上方分別設一進氣閥門與一氣體輸送管開關，其下方 連接一管路，管路上設一排放水閘門及一與排放水閘門相 近的進水閥門，而該空氣受壓艙的下方管路相連通至水庫 ，並於水庫出口端處設一管路進水閥門，藉由水液重量壓 力與位能壓力，共同施壓空氣受壓艙，即可於艙内獲得全 管路最大氣體壓力。 4 .如申請專利範圍第1項所述之一種水力發電系統，其中該 水液重量壓力貯槽設為箱體或筒體，其頂部設為傾斜狀， 用以防止管道中氣體滯留於此貯槽頂部。 5 .如申請專利範圍第1項所述之一種水力發電系統，其中該 水力發電系統更包含一組以上之水液重量壓力貯槽，藉該 水液重量壓力貯槽再連接一水平壓力管道與一氣液壓力平 衡艙，並藉貯槽疊積的水液重量垂直壓力，與貯槽所在高 度的管道内水液深度，具有的位能施加壓力，共同施壓多 層次水平壓力管道内，氣液壓力平衡艙的水輪機而產生扭 099138072 表單編號A0101 第22頁/共32頁 0992066361-0 201219645 轉力，並帶動發電機發電。 6 .如申請專利範圍第1項所述之一種水力發電系統，其中該 水庫可為一上水槽，更包括一下水槽，該上水槽側邊上方 設一輸送管與下水槽連接，該下水槽一侧下方設一抽水馬 達，一侧上方設一供地平面的河水或海水進入的入水口， 該下水槽相對另側上方設一管路，與最末端水平壓力管道 出口端之水液排放閘門連接。 Ο 0992066361-0 099138072 表單編號A0101 第23頁/共32頁201219645 VII. Patent application scope: 1. A hydropower system can convert hydrodynamic energy into electrical energy, which includes: a reservoir with an outlet at the bottom; a standing pressure pipeline, located below the reservoir, with one end inlet and reservoir The outlet is connected, and a water liquid introduction gate is arranged at the inlet; a first horizontal pressure pipe is provided with two ends, an inlet end and an outlet end, respectively, and the inlet end is connected to the vertical pressure pipe 'The hydraulic transmission can be carried out by the vertical pressure pipe, and the outlet end discharges the water after the hydraulic kinetic energy work; a first gas-liquid pressure balance chamber is disposed between the inlet end and the outlet end of the first horizontal pressure pipe and Xiang Qilian' is provided with hydraulic kinetic energy that can be used for the inlet end of the first horizontal pressure pipe, and the outlet end discharges the water after the hydraulic kinetic energy is worked, the first ... a gas-liquid pressure balance chamber The utility model comprises a cabin body, wherein a predetermined liquid water level is prepared in the center of the body body, and a water flow channel which is connected to the inlet and outlet ends of the horizontal pressure pipe is arranged below. The valve is arranged at the top end of the tank and is connected to an air compressor. The upper part of the cabin is a pneumatic chamber, a turbine unit, and the turbine unit is pivotally connected with the cabin and is hinged according to the positional pressure. a Q or at least one; a water liquid weight pressure storage tank, the water liquid weight storage tank is provided with an inlet above and an outlet is arranged below, and the upper inlet is connected with the outlet end of the first horizontal pressure pipe, and the first The water that is introduced at the outlet end of a horizontal pressure pipe is sent to the outlet of the storage tank; a second horizontal pressure pipe is provided with two ends, one end is a water and liquid weight pressure tank below the outlet The inlet end of the connection, the first and second horizontal pressure pipes are connected with a water-liquid weight pressure storage tank, and the other end is provided with an outlet end to engage another water-liquid weight pressure storage tank, and the outlet end does not engage another When a water liquid weight pressure storage tank is provided, a water liquid line is arranged at the outlet end. 099138072 Form No. A0101 Page 21/32 pages 0992066361-0 201219645 The gate is closed; and a second gas liquid a pressure balance chamber, the second gas-liquid pressure balance chamber is disposed between the inlet end and the outlet end of the second horizontal pressure pipe, and is provided with a water turbine unit therein to balance the first and second gas-liquid pressure balance chambers The water flow can reverse the turbine's conversion to mechanical energy and then convert it into electrical energy. 2. A hydroelectric power generation system according to claim 1, wherein the water turbine is provided with a plurality of blades, a shaft disposed above the preset liquid level and a shaft at each end of the shaft. The first and second high-pressure sealed bearings support the cabin of the first and second gas-liquid pressure balance chambers. 3. A hydroelectric power generation system according to claim 1, wherein each of the air pressure automatic control valves is externally connected to an air pressure chamber, and an air intake valve and a gas delivery are respectively disposed above the air pressure chamber. The pipe switch is connected to a pipeline below, and a pipeline is arranged with a discharge gate and a water inlet valve close to the discharge gate, and the air is connected to the reservoir through the pipeline below the pressure tank, and is at the outlet end of the reservoir. A pipeline inlet valve is provided, and the maximum gas pressure of the whole pipeline can be obtained in the cabin by the pressure of the water and the pressure of the potential energy to jointly press the air pressure chamber. 4. The hydroelectric power generation system according to claim 1, wherein the water weight pressure storage tank is a box body or a cylinder body, and the top portion thereof is inclined to prevent gas in the pipeline from staying on the top of the tank. . 5. A hydroelectric power generation system according to claim 1, wherein the hydroelectric power generation system further comprises a plurality of water and liquid weight pressure storage tanks, and the water pressure weight storage tank is connected to a horizontal pressure pipeline and a gas liquid. The pressure balance chamber, and the vertical pressure of the water and liquid accumulated by the storage tank, and the depth of the water in the pipeline at the height of the storage tank, have the potential to apply pressure, and jointly apply pressure in the multi-level horizontal pressure pipeline, the gas-liquid pressure balance chamber Turbine generated twist 099138072 Form No. A0101 Page 22 / Total 32 Page 0992066361-0 201219645 Turning force and driving generator to generate electricity. 6. A hydroelectric power generation system according to claim 1, wherein the reservoir may be an upper water tank, and further includes a lower water tank, and a duct is connected to the lower water tank above the side of the upper water tank, and the lower water tank is A pumping motor is arranged at the lower side, and a water inlet for the ground plane or seawater is arranged above one side, and the lower tank is provided with a pipeline above the other side, and is connected with the water discharge gate of the outlet end of the most horizontal horizontal pressure pipe. . Ο 0992066361-0 099138072 Form No. A0101 Page 23 of 32