TW202212673A - Run-of-the-river small hydroelectric generation system including two dikes, a water gate unit, a communicating pipe and a power generation unit - Google Patents

Run-of-the-river small hydroelectric generation system including two dikes, a water gate unit, a communicating pipe and a power generation unit Download PDF

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TW202212673A
TW202212673A TW109132091A TW109132091A TW202212673A TW 202212673 A TW202212673 A TW 202212673A TW 109132091 A TW109132091 A TW 109132091A TW 109132091 A TW109132091 A TW 109132091A TW 202212673 A TW202212673 A TW 202212673A
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water
power generation
flow
water gate
unit
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TW109132091A
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TWI746171B (en
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張茂崑
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張茂崑
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy
    • 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

Abstract

Provided is a run-of-the-river small hydroelectric generation system including two dikes, a water gate unit, a communicating pipe and a power generation unit. The dikes are disposed on two sides of a flow channel. The water gate unit is connected with the dikes and is openable and closable to control a water flow. The communicating pipe includes an upstream inlet located on the upstream of the water gate unit and a downstream outlet located on the downstream of the water gate unit. The height of the upstream inlet is lower than the height of a stabilized water level when the water gate unit is closed. The power generation unit includes a water turbine disposed on the upstream inlet and driven by the water flow to rotate and a power generation module connected with the water turbine and interlocked by the water turbine to generate power. Therefore, the water flow generally flows into the water turbine to generate powers, however, when flood occurs, the water gate unit is opened, so that most of flood is drained through the water gate unit.

Description

川流式小水力發電系統Stream-flow small hydropower system

本發明是有關於一種水力發電系統,特別是指一種川流式小水力發電系統。The present invention relates to a hydroelectric power generation system, in particular to a stream-flow small hydroelectric power generation system.

台灣高山平原間高度落差大,在許多河川或水圳都會需要設置消能設施來消除上游高速流動的水往下沖擊的動能,以減少河川地形及建設受水流衝擊破壞。常見的消能設施之原理有水躍法(hydraulic jump)、空飄法或其他散能方法。其中,水躍法之設施例如有圍兜式(apron)、斜兜式(sloping apron)等,空飄法之設施例如有滑雪跳板式(ski jump bucket),其他方法之設施例如有靜水池(stilling basin),包括導槽(chute)、石台(sill)、緩衝柱(baffle pier)等。There is a large height difference between the mountains and plains in Taiwan. In many rivers or canals, energy dissipation facilities are required to eliminate the kinetic energy of the downward impact of the high-speed flowing water upstream, so as to reduce the damage of the river topography and the building by the impact of the water flow. Common principles of energy dissipation facilities include hydraulic jump, air floatation or other energy dissipation methods. Among them, the facilities of the water jumping method include, for example, an apron, a sloping apron, etc., the facilities of the air-floating method, such as a ski jump bucket, and the facilities of other methods, such as a still pool ( stilling basin), including chute (chute), stone platform (sill), buffer column (baffle pier) and so on.

台灣平均年降雨量為2515毫米,且高山平原間高度落差大,理論上適合進行水力發電。但實際上,台灣冬季降雨量低,夏季遭逢颱風時,則容易因豪大雨而造成水量暴增。因此,利用河川水力進行發電之問題點在於,在冬季時,容易因水量過低導致發電量不易提升,而在夏季時,則可能因颱風水量暴漲而沖毀發電機構。The average annual rainfall in Taiwan is 2515 mm, and the height difference between the mountains and plains is large, which is theoretically suitable for hydropower generation. But in fact, Taiwan's winter rainfall is low, and when a typhoon occurs in summer, it is easy to cause a sudden increase in water volume due to heavy rain. Therefore, the problem of using river hydropower to generate electricity is that in winter, the power generation is not easy to increase due to the low water volume, and in summer, the power generation mechanism may be washed out due to the surge in the water volume of the typhoon.

因此,本發明之目的,即在提供一種兼具消能及發電效果的川流式小水力發電系統。Therefore, the purpose of the present invention is to provide a stream-flow small hydroelectric power generation system with both energy dissipation and power generation effects.

於是,本發明川流式小水力發電系統,適用於架設於一流道,並包含二河堤、一水門單元、一連通管,及一發電單元。Therefore, the stream-flow small hydroelectric power generation system of the present invention is suitable for erecting on a flow channel, and includes two river banks, a water gate unit, a connecting pipe, and a power generating unit.

該等河堤適用於沿該流道延伸地設置於該流道兩側。The river banks are adapted to be arranged on both sides of the flow channel extending along the flow channel.

該水門單元為自動倒伏式水門,連接該等河堤,可啟閉地控制水流。The water gate unit is an automatic falling water gate, which is connected to the river banks and can be opened and closed to control the water flow.

該連通管包括一位於該水門單元上游的上游入口,及一位於該水門單元下游且連通該上游入口的下游出口,該上游入口之高度低於該水門單元於關閉時之穩定水位高度。The communication pipe includes an upstream inlet located upstream of the water gate unit, and a downstream outlet located downstream of the water gate unit and communicated with the upstream inlet. The height of the upstream inlet is lower than the stable water level height of the water gate unit when the water gate unit is closed.

該發電單元包括一設置於該上游入口且受水流帶動而轉動的水輪機,及一連接該水輪機且受該水輪機連動而發電的發電模組。The power generation unit includes a water turbine disposed at the upstream inlet and driven by the water flow to rotate, and a power generation module connected to the water turbine and linked by the water turbine to generate electricity.

本發明之功效在於:藉由設置該水門單元攔阻水流、設置連通該水門單元上下游的該連通管,並搭配將該水輪機設置於該上游入口以帶動該發電模組進行發電,可使水流在一般情況下流入該水輪機而進行發電,當有暴雨或大水時,則可藉由開啟該水門單元而使大部分的洪水經由該水門單元宣洩。如此,不僅可以於平時確保發電量穩定,亦可藉由該發電單元取代原本之消能工,將原本需要消耗的動能轉化為發電收益。The effect of the present invention is: by arranging the water gate unit to block the water flow, arranging the communication pipe connecting the upstream and downstream of the water gate unit, and collocating the water turbine at the upstream inlet to drive the power generation module to generate electricity, the water flow can be In general, the water turbine flows into the turbine to generate electricity. When there is heavy rain or heavy water, most of the floodwater can be vented through the water gate unit by opening the water gate unit. In this way, not only the stable power generation can be ensured in peacetime, but also the original energy dissipator can be replaced by the power generation unit, and the kinetic energy that needs to be consumed can be converted into power generation income.

參閱圖1、圖2及圖3,本發明川流式小水力發電系統之一實施例,適用於架設於河川溝渠,並利用河川溝渠中的水流進行發電。Referring to FIG. 1 , FIG. 2 and FIG. 3 , an embodiment of the small stream-flow hydroelectric power generation system of the present invention is suitable for erecting in rivers and ditches, and uses the water flow in the rivers and ditches to generate electricity.

其中,本發明適合架設於河川溝渠中具有適當之落差(例如:0.5~10公尺之落差)及較大之流量(例如:1立方公尺/秒(cms)以上之流量)處,以獲得較佳的發電效率。Among them, the present invention is suitable to be erected in rivers and ditches where there is a suitable drop (for example: a drop of 0.5-10 meters) and a large flow (for example: a flow of more than 1 cubic meter per second (cms)) to obtain Better power generation efficiency.

該實施例包含二河堤2、一水門單元3、一連通管4,及一發電單元5。其中,該實施例較佳是還包含一感測單元6及一控制單元7。This embodiment includes two river banks 2 , a water gate unit 3 , a communication pipe 4 , and a power generation unit 5 . Wherein, this embodiment preferably further includes a sensing unit 6 and a control unit 7 .

該河川溝渠界定一供水流流動的流道9,該等河堤2適用於沿該流道9延伸地設置於該流道9兩側。每一河堤2包括一堤壁21、一由該堤壁21向上延伸的設置座22,及一沿該堤壁21設置的軌道23。The river ditch defines a flow channel 9 for the water supply to flow. The river banks 2 are adapted to be arranged on both sides of the flow channel 9 extending along the flow channel 9 . Each river bank 2 includes a bank wall 21 , a setting seat 22 extending upward from the bank wall 21 , and a track 23 along the bank wall 21 .

該水門單元3連接該等河堤2,可啟閉地控制水流。該水門單元3為自動倒伏式水門,例如可為充氣橡皮壩或本實施例所示的油壓式自動倒伏堰等。該水門單元3具有二分別設置於該等設置座22的油壓桿31,及一連接該等油壓桿31且用以攔截水流的水門32,該水門32藉該等油壓桿31之伸縮而開啟及關閉。其中,圖1、4之實線表示該水門單元3完全開啟時之位置,假想線表示該水門單元3完全關閉時之位置。該等油壓桿31之位置較佳是高於該水門32的高度(尤其是油壓缸的部分),如此,可以減少該等油壓桿31浸泡水中而受水流泥沙毀損的機率。自動倒伏式水門之特色在於,可以在無電力狀態下自重倒伏,因此,在遭遇大水或是受災斷電時,仍然可以因水的衝力或重力而自動倒伏,不僅具有方便進行控制且減少設置成本之優勢,還兼具自動安全保護功效。由於充氣橡皮壩或油壓式自動倒伏堰之運作細節皆為此業界所熟悉的內容,在此不贅述。The water gate unit 3 is connected to the river banks 2 and can be opened and closed to control the water flow. The water gate unit 3 is an automatic falling water gate, such as an inflatable rubber dam or a hydraulic automatic falling weir as shown in this embodiment. The water gate unit 3 has two hydraulic rods 31 respectively disposed on the installation seats 22 , and a water gate 32 connected to the hydraulic rods 31 for intercepting water flow. The water gate 32 is extended and retracted by the hydraulic rods 31 . And turn on and off. Among them, the solid line in FIGS. 1 and 4 represents the position when the water gate unit 3 is fully opened, and the imaginary line represents the position when the water gate unit 3 is fully closed. The position of the hydraulic rods 31 is preferably higher than the height of the water gate 32 (especially the part of the hydraulic cylinder), so that the probability of the hydraulic rods 31 being immersed in water and damaged by water flow and sediment can be reduced. The feature of automatic lodging water gate is that it can lodging by itself in the state of no power. Therefore, in the event of a flood or a power outage, it can still automatically lodge due to the impulse or gravity of the water, which not only facilitates control but also reduces the number of settings. The advantage of cost, but also the function of automatic safety protection. Since the operation details of the inflatable rubber dam or the hydraulic automatic collapse weir are all familiar to the industry, they will not be repeated here.

參閱圖1、圖2及圖3,該連通管4埋設於該河川溝渠底部,包括一位於該水門單元3上游的上游入口41、一位於該水門單元3下游且連通該上游入口41的下游出口42、一由該上游入口41延伸至該下游出口42的管壁43,及一由該管壁43鄰近該上游入口41處向內延伸的限位部44。其中,該上游入口41之高度低於該水門單元3於關閉時之穩定水位高度,並高於該水門32於完全開啟時,該水門32之頂端(圖1中標示321處)的高度。此處穩定水位高度指該水門單元3關閉時,水位在一般(非洪水時)情況下到達穩定時之高度。藉此,當該水門單元3關閉時,水流會由該上游入口41流入而帶動該發電單元5進行發電,接著由該下游出口42流出而回歸水道。當該水門單元3完全開啟時,大部分的水流則會經由該水門單元3流入下游,如此,可避開洪水造成該發電單元5過度運轉而損毀。Referring to FIGS. 1 , 2 and 3 , the communication pipe 4 is embedded in the bottom of the river ditch, and includes an upstream inlet 41 located upstream of the water gate unit 3 , and a downstream outlet located downstream of the water gate unit 3 and communicated with the upstream inlet 41 . 42. A pipe wall 43 extending from the upstream inlet 41 to the downstream outlet 42 , and a limiting portion 44 extending inward from the pipe wall 43 adjacent to the upstream inlet 41 . The height of the upstream inlet 41 is lower than the stable water level when the water gate unit 3 is closed, and higher than the top of the water gate 32 (marked 321 in FIG. 1 ) when the water gate 32 is fully opened. The stable water level height here refers to the height at which the water level reaches a stable height under normal (non-flood) conditions when the water gate unit 3 is closed. Therefore, when the water gate unit 3 is closed, the water flow will flow in from the upstream inlet 41 to drive the power generation unit 5 to generate electricity, and then flow out from the downstream outlet 42 to return to the waterway. When the water gate unit 3 is fully opened, most of the water flow will flow into the downstream through the water gate unit 3, so that the power generation unit 5 can be prevented from being damaged due to excessive operation caused by floods.

值得一提的是,該管壁43位於上游且界定該上游入口41之一端(圖1中標示431處),較佳是高於該河川溝渠底部,如此,可以減少該河川溝渠底部之泥沙或石頭滾入該發電單元5而導致損毀之情況。It is worth mentioning that the pipe wall 43 is located upstream and defines one end of the upstream inlet 41 (marked 431 in FIG. 1 ), preferably higher than the bottom of the river ditch, so that the sediment at the bottom of the river ditch can be reduced. Or a stone rolls into the power generation unit 5 and causes damage.

該發電單元5包括一設置於該上游入口41且受水流帶動而轉動的水輪機51、一連接該水輪機51受該水輪機51連動而發電的發電模組52、一設置於該等河堤2且供該發電模組52設置的基座53,及複數設置於該基座53及該等軌道23且用以帶動該基座53沿該等軌道23滑動的滑輪54。The power generation unit 5 includes a water turbine 51 installed at the upstream inlet 41 and rotated by the water flow, a power generation module 52 connected to the water turbine 51 and driven by the water turbine 51 to generate electricity, and a water turbine 51 installed on the river banks 2 for power generation The base 53 of the power generation module 52 and a plurality of pulleys 54 are disposed on the base 53 and the rails 23 and used to drive the base 53 to slide along the rails 23 .

該水輪機51具有一具有複數供水流流通之通孔512的外殼511、一設置於該外殼511內的扇葉組513、一連接該扇葉組513與該發電模組52的動力軸514,及複數設置於該外殼511且供該動力軸514穿設的軸承515。該外殼511設置於該上游入口41且向下靠抵於該限位部44。該扇葉組513受水流驅動而轉動,並帶動該動力軸514旋轉而連動該發電模組52發電。其中,該水輪機51可為軸流式、渦輪式或卡布蘭式(Kaplan turbine)等形式的水輪機。The water turbine 51 has a casing 511 having a plurality of through holes 512 for water flow, a fan blade set 513 disposed in the casing 511, a power shaft 514 connecting the fan blade set 513 and the power generation module 52, and A plurality of bearings 515 are provided on the housing 511 and are passed through by the power shaft 514 . The housing 511 is disposed at the upstream inlet 41 and abuts against the limiting portion 44 downward. The fan blade set 513 is driven by the water flow to rotate, and drives the power shaft 514 to rotate to link the power generation module 52 to generate electricity. Wherein, the water turbine 51 may be a water turbine in the form of an axial flow type, a turbine type, or a Kaplan turbine.

其中,藉由將該基座53設置於該等堤壁21上,並將該發電模組52設置於該基座53上,可使該基座53與該發電模組52之設置高度皆高於該水門單元3於關閉時之穩定水位高度。如此,不論是在一般發電或是在該水門單元3開啟而洩洪時,都可以減少該發電模組52浸泡水中而造成損耗的機會。Wherein, by disposing the base 53 on the embankments 21 and disposing the power generation module 52 on the base 53 , the heights of the base 53 and the power generation module 52 can be high. The stable water level height when the water gate unit 3 is closed. In this way, whether in general power generation or when the water gate unit 3 is opened to discharge floods, the chance of the power generation module 52 being immersed in water and causing losses can be reduced.

於本實施例中,該水輪機51之外殼511是設置於由該管壁43向內延伸的該限位部44上,但實際應用時,亦可以是配合該水輪機51之外殼511的形狀而於該上游入口41內設置一個水輪機座(圖未示)供該水輪機51嵌設,以獲得更佳的穩固效果。In this embodiment, the casing 511 of the water turbine 51 is disposed on the limiting portion 44 extending inwardly from the pipe wall 43 , but in practical applications, the casing 511 of the water turbine 51 may also be matched with the shape of the casing 511 . A water turbine base (not shown) is arranged in the upstream inlet 41 for the water turbine 51 to be embedded, so as to obtain a better stabilization effect.

該發電模組52具有一連接該動力軸514的變速器521、一連接該變速器521的發電機522,及一電連接該發電機522的控制器523。其中,該變速器521為增速器,該發電機522可為感應式或直流、同步等形式之發電機。該控制器523控制該發電機522之運作而使該發電機522之輸出電力能符合電力公司要求的電力規格,以供該發電機522之輸出電力能輸出至電力公司的饋線,而提供給電力公司或附近用戶使用。由於上述調整輸出電力以符合電力公司要求之細節為此業界所熟悉的內容,在此不贅述。The power generation module 52 has a transmission 521 connected to the power shaft 514 , a generator 522 connected to the transmission 521 , and a controller 523 electrically connected to the generator 522 . Wherein, the transmission 521 is a speed increaser, and the generator 522 can be an inductive or DC, synchronous and other generator. The controller 523 controls the operation of the generator 522 so that the output power of the generator 522 can meet the power specifications required by the power company, so that the output power of the generator 522 can be output to the feeder of the power company to provide power Company or nearby users. Since the above-mentioned details of adjusting the output power to meet the requirements of the power company are well known in the industry, they will not be repeated here.

該感測單元6用以感測水流、該水門單元3的開啟狀態及該發電機522之負載狀態。該感測單元6可以使用水位計、流量計、或流速計來感測水流之水位、流量、流速等資訊。例如,水位計可使用壓力、重量、浮力、導電、電容、光電、超音波、微波等原理的感測方式,流量計、流速計可使用壓差式、機械式、熱流式、超音波式等感測水流量的感應器。該感測單元6可藉由使用光電式、角度及直線距離編碼器、位置感應開關等裝置感測該水門單元3,以得到該水門單元3的開啟狀態。該發電機522之負載狀態可藉由量測該發電機522之電流及電壓而判斷。由於此部分技術為本技術領域中具有通常知識者根據以上說明可以推知擴充細節,因此不多加說明。The sensing unit 6 is used for sensing the water flow, the opening state of the water gate unit 3 and the load state of the generator 522 . The sensing unit 6 can use a water level meter, a flow meter, or a flow meter to sense information such as water level, flow rate, and flow rate of the water flow. For example, the water level meter can use the sensing methods of pressure, weight, buoyancy, conductivity, capacitance, photoelectricity, ultrasonic wave, microwave, etc. A sensor that senses the flow of water. The sensing unit 6 can sense the water gate unit 3 by using photoelectric, angle and linear distance encoders, position sensing switches and other devices to obtain the open state of the water gate unit 3 . The load state of the generator 522 can be determined by measuring the current and voltage of the generator 522 . Since this part of the technology can be deduced by those with ordinary knowledge in the technical field according to the above description, the extended details will not be described further.

該控制單元7信號連接該水門單元3、該發電單元5與該感測單元6。該控制單元7根據該感測單元6的感測狀況而控制該水門單元3的啟閉程度。The control unit 7 is signally connected to the water gate unit 3 , the power generation unit 5 and the sensing unit 6 . The control unit 7 controls the degree of opening and closing of the water gate unit 3 according to the sensing condition of the sensing unit 6 .

其中,該控制單元7可根據水流狀況而控制該水門單元3開啟或關閉,例如,於水位、流量、或流速大於預定值時,即控制該水門單元3部分開啟或完全開啟,以達到能於緊急狀況或水量暴增時快速宣洩洪水,避免堵水溢流等情況,此時,較佳是搭配控制該發電機522同時跳脫而停機運轉,減少該發電機522損毀之可能。Wherein, the control unit 7 can control the water gate unit 3 to open or close according to the water flow conditions, for example, when the water level, flow rate, or flow velocity is greater than a predetermined value, it controls the water gate unit 3 to partially open or fully open, so as to be able to In emergencies or when the water volume increases rapidly, the flood can be quickly vented to avoid water blockage and overflow. At this time, it is better to control the generator 522 to trip and shut down at the same time, so as to reduce the possibility of the generator 522 being damaged.

並且,該控制單元7較佳是內建緊急全開的模式,在例如跳電或水流失控時,會迅速控制該水門單元3完全開啟,以避免淹水溢流,而達到零災害之需求。In addition, the control unit 7 preferably has a built-in emergency full-open mode, for example, in the event of a power outage or water runaway, it will quickly control the water gate unit 3 to fully open to avoid flooding and overflow and achieve zero disaster requirements.

於實際應用時,由於許多農田灌排渠道及山坑排水或區域排水皆有較大之流量,可挑選其中具有合適之落差且歷年來之最大洪峰可由該水門單元3無害通過的地點進行設置。In practical application, since many farmland irrigation and drainage channels and mountain pit drainage or regional drainage have large flow rates, a location with a suitable drop and the largest flood peak over the years can be set by the water gate unit 3 harmlessly.

參閱圖1、圖2及圖4,於組裝時,在建造該等河堤2、該水門單元3與該連通管4後,將該水輪機51吊起並對準該上游入口41放入,待放置穩定後以螺絲將該水輪機51與該管壁43鎖固,接著,將該基座53及該滑輪54設置於該水輪機51上方,並將該發電模組52連接該水輪機51之該動力軸514後,即完成組裝。Referring to FIGS. 1 , 2 and 4 , during assembly, after building the river banks 2 , the water gate unit 3 and the communication pipe 4 , the water turbine 51 is lifted and placed in alignment with the upstream inlet 41 . After stable placement, the water turbine 51 and the pipe wall 43 are locked with screws, then, the base 53 and the pulley 54 are set above the water turbine 51 , and the power generation module 52 is connected to the power shaft of the water turbine 51 After 514, the assembly is completed.

而當該水輪機51需要維修時,只需先如圖4所示將該發電模組52拆離該動力軸514,接著將該基座53沿該軌道23滑離該水輪機51上方,即可使用吊車將該水輪機51吊起進行維修。When the water turbine 51 needs to be repaired, it is only necessary to detach the power generation module 52 from the power shaft 514 as shown in FIG. A crane lifts the water turbine 51 for maintenance.

參閱圖1、圖2及圖3,於實際運作時,在一般流量的情況下,該感測單元6感測水流狀況、該水門單元3的開啟程度及該發電機522之負載狀態,於水流量及水壓未到達使該發電機522滿載發電時,該控制單元7控制該水門單元3完全關閉,使水流都由該上游入口41流入該水輪機51並進行發電。當水流量繼續增加而使該發電機522滿載發電時,該控制單元7開始動態調整該水門單元3之開啟程度,而使流入該水輪機51的水量及水壓能使該發電機522維持在滿載但不過載的情況,如此,可以使發電機522提供最佳發電效率,並避免過大的水流量及水壓會損害該發電模組52。Referring to FIG. 1 , FIG. 2 and FIG. 3 , in actual operation, under the condition of normal flow, the sensing unit 6 senses the water flow condition, the opening degree of the water gate unit 3 and the load state of the generator 522 . When the flow rate and water pressure do not reach the full load of the generator 522 to generate electricity, the control unit 7 controls the water gate unit 3 to completely close, so that the water flow flows into the water turbine 51 from the upstream inlet 41 and generates electricity. When the water flow continues to increase and the generator 522 is fully loaded to generate electricity, the control unit 7 starts to dynamically adjust the opening degree of the water gate unit 3 so that the water volume and water pressure flowing into the turbine 51 can maintain the generator 522 at full load. However, in the case of not overloading, the generator 522 can provide the best power generation efficiency, and prevent the power generation module 52 from being damaged by excessive water flow and water pressure.

當暴雨或颱風而使水量暴增時,該控制單元7控制該水門單元3完全開啟,使大部分的水流量可以經由該水門單元3宣洩,如此,可以減少該發電單元5受大水衝擊而損毀的機率。When the rainstorm or typhoon causes the water volume to increase sharply, the control unit 7 controls the water gate unit 3 to fully open, so that most of the water flow can be vented through the water gate unit 3, so that the power generation unit 5 can be reduced due to the impact of heavy water. probability of damage.

值得一提的是,該控制單元7亦可利用機械學習及預測模型調整該水門單元3的開啟時間及開啟狀態,進而達到更佳的發電效果或洩洪效果。It is worth mentioning that the control unit 7 can also use the machine learning and prediction model to adjust the opening time and opening state of the water gate unit 3, so as to achieve better power generation effect or flood discharge effect.

參閱圖5,當該河川溝渠寬度較寬且水流量較大時,亦可於該河川溝渠上設置複數川流式小水力發電系統。其中,為達到最佳發電效率 並兼顧安裝便利性,較佳是每1~7立方公尺/秒(cms)的流量就對應設置一川流式小水力發電系統。Referring to FIG. 5 , when the width of the river ditch is wider and the water flow rate is larger, a plurality of small stream-flow hydropower generation systems can also be set on the river ditch. Among them, in order to achieve the best power generation efficiency and take into account the convenience of installation, it is better to set up a small flow hydropower system for every flow of 1 to 7 cubic meters per second (cms).

如圖5中所示,將該河川溝渠界定為二流道9,並於每一流道9設置一川流式小水力發電系統。其中,位於該河川溝渠中間之河堤2可以整併為單一個河堤2。As shown in FIG. 5 , the river and ditch are defined as two flow channels 9 , and each flow channel 9 is provided with a small stream-flow hydroelectric power generation system. Wherein, the embankment 2 located in the middle of the river and ditch can be integrated into a single embankment 2 .

參閱圖1、圖2及圖3,經由以上的說明,本實施例的功效如下:Referring to Figure 1, Figure 2 and Figure 3, through the above description, the effect of this embodiment is as follows:

一、藉由設置該水門單元3攔阻水流、設置連通該水門單元3上下游的該連通管4,並搭配將該水輪機51設置於該上游入口41以帶動該發電模組52進行發電,可使水流在一般情況下流入該水輪機51而進行發電,當有暴雨或大水時,則可藉由開啟該水門單元3而使大部分的洪水經由該水門單元3宣洩。如此,不僅可以於平時確保發電量穩定,亦可防止豪雨造成溢流淹水之災害、確保水路安全,並可藉由該發電單元5取代原本之消能工,將原本需要消耗的動能轉化為發電收益,並使用發電收益作為河川設施的維護成本,或將電能就近供應附近用戶使用。再者,發電後之水流會流回下游之水路,因此,並不影響原本溝渠的灌溉或排水效果,符合環保綠能發電之需求。1. By arranging the water gate unit 3 to block the water flow, arranging the communication pipe 4 connecting the upstream and downstream of the water gate unit 3, and arranging the water turbine 51 at the upstream inlet 41 to drive the power generation module 52 to generate electricity, the The water flow generally flows into the water turbine 51 to generate electricity. When there is heavy rain or heavy water, most of the flood water can be vented through the water gate unit 3 by opening the water gate unit 3 . In this way, it can not only ensure the stable power generation in normal times, but also prevent the flooding disaster caused by heavy rain, and ensure the safety of the waterway. The power generation unit 5 can replace the original energy dissipator, and the kinetic energy that needs to be consumed can be converted into Generate electricity revenue, and use the electricity generation revenue as the maintenance cost of river facilities, or supply electricity to nearby users for use. In addition, the water flow after power generation will flow back to the downstream waterway, therefore, it does not affect the irrigation or drainage effect of the original ditch, which meets the needs of environmental protection and green energy power generation.

再搭配使用自動倒伏式水門實施該水門單元3,可以藉由自動倒伏式水門可以在無電力狀態下自重倒伏的特性,在遭遇大水或是受災斷電時,仍然可以因水的衝力或重力而自動倒伏,故能達到自動安全保護的功效。並且,自動倒伏式水門控制複雜度較低,設備較簡單,造價便宜,並具有可無人式管理之優點。The water gate unit 3 is implemented in combination with an automatic lodging water gate. The automatic lodging water gate can fall under its own weight in a powerless state. When encountering a flood or a disaster and power outage, the water gate can still be affected by the impulse or gravity of the water. And automatic lodging, it can achieve the effect of automatic safety protection. In addition, the automatic falling water gate has low control complexity, simple equipment, low cost, and has the advantages of unmanned management.

二、藉由設置該感測單元6感測水流狀況及該發電機522之負載狀態,並據此動態調整該水門單元3之啟閉程度,可以使發電機522提供最佳發電效率,並避免過大的水流量損害該發電模組52。2. By setting the sensing unit 6 to sense the water flow condition and the load state of the generator 522, and dynamically adjusting the opening and closing degree of the water gate unit 3 accordingly, the generator 522 can provide the best power generation efficiency and avoid Excessive water flow damages the power generation module 52 .

綜上所述,本發明川流式小水力發電系統,確實能達成本發明的目的。To sum up, the stream-flow small hydroelectric power generation system of the present invention can indeed achieve the purpose of the present invention.

惟以上所述者,僅為本發明之實施例而已,當不能以此限定本發明實施之範圍,凡是依本發明申請專利範圍及專利說明書內容所作之簡單的等效變化與修飾,皆仍屬本發明專利涵蓋之範圍內。However, the above are only examples of the present invention, and should not limit the scope of the present invention. Any simple equivalent changes and modifications made according to the scope of the application for patent of the present invention and the content of the patent specification are still within the scope of the present invention. within the scope of the invention patent.

2:河堤 21:堤壁 22:設置座 23:軌道 3:水門單元 31:油壓桿 32:水門 321:水門之頂端 4:連通管 41:上游入口 42:下游出口 43:管壁 431:管壁位於上游之一端 44:限位部 5:發電單元 51:水輪機 511:外殼 512:通孔 513:扇葉組 514:動力軸 515:軸承 52:發電模組 521:變速器 522:發電機 523:控制器 53:基座 54:滑輪 6:感測單元 7:控制單元 9:流道 2: Embankment 21: Dike 22: Set the seat 23: Orbit 3: Watergate unit 31: Oil pressure rod 32: Watergate 321: Top of the Watergate 4: Connecting pipe 41: Upstream entrance 42: Downstream export 43: Pipe Wall 431: The pipe wall is at one end upstream 44: Limiting part 5: Power generation unit 51: Turbine 511: Shell 512: Through hole 513: Fan blade group 514: Power shaft 515: Bearing 52: Power generation module 521: Transmission 522: Generator 523: Controller 53: Pedestal 54: Pulley 6: Sensing unit 7: Control unit 9: runner

本發明之其他的特徵及功效,將於參照圖式的實施方式中清楚地呈現,其中: 圖1是本發明川流式小水力發電系統的一實施例應用於河川溝渠的一剖視示意圖; 圖2是該實施例的一俯視示意圖; 圖3是該實施例的一方塊示意圖; 圖4是一剖視示意圖,說明該實施例的一水輪機的組裝過程;及 圖5是一俯視示意圖,說明於一河川溝渠中設置複數該實施例的情況。 Other features and effects of the present invention will be clearly presented in the embodiments with reference to the drawings, wherein: 1 is a schematic cross-sectional view of an embodiment of the stream-flow small hydroelectric power generation system of the present invention applied to rivers and ditches; 2 is a schematic top view of this embodiment; Fig. 3 is a block schematic diagram of this embodiment; 4 is a schematic cross-sectional view illustrating the assembly process of a water turbine of this embodiment; and FIG. 5 is a schematic top view illustrating a situation in which a plurality of the embodiment is provided in a river and ditch.

2:河堤 2: Embankment

21:堤壁 21: Dike

22:設置座 22: Set the seat

23:軌道 23: Orbit

3:水門單元 3: Watergate unit

31:油壓桿 31: Oil pressure rod

32:水門 32: Watergate

321:水門之頂端 321: Top of the Watergate

4:連通管 4: Connecting pipe

41:上游入口 41: Upstream entrance

42:下游出口 42: Downstream export

43:管壁 43: Pipe Wall

431:管壁位於上游之一端 431: The pipe wall is at one end upstream

44:限位部 44: Limiting part

5:發電單元 5: Power generation unit

51:水輪機 51: Turbine

511:外殼 511: Shell

512:通孔 512: Through hole

513:扇葉組 513: Fan blade group

514:動力軸 514: Power shaft

515:軸承 515: Bearing

52:發電模組 52: Power generation module

53:基座 53: Pedestal

54:滑輪 54: Pulley

Claims (9)

一種川流式小水力發電系統,適用於架設於一流道,並包含: 二河堤,適用於沿該流道延伸地設置於該流道兩側; 一水門單元,為自動倒伏式水門,連接該等河堤,可啟閉地控制水流; 一連通管,包括一位於該水門單元上游的上游入口,及一位於該水門單元下游且連通該上游入口的下游出口,該上游入口之高度低於該水門單元於關閉時之穩定水位高度;及 一發電單元,包括一設置於該上游入口且受水流帶動而轉動的水輪機,及一連接該水輪機且受該水輪機連動而發電的發電模組。 A stream-flow small hydroelectric power generation system, suitable for erecting a flow channel, and comprising: Two river embankments, suitable for extending along the flow channel on both sides of the flow channel; A water gate unit, which is an automatic falling water gate, connected to the river banks, and can be opened and closed to control the flow of water; a communication pipe comprising an upstream inlet located upstream of the water gate unit, and a downstream outlet located downstream of the water gate unit and connected to the upstream inlet, the height of the upstream inlet being lower than the height of the stable water level when the water gate unit is closed; and A power generation unit includes a water turbine arranged at the upstream inlet and driven by water flow to rotate, and a power generation module connected to the water turbine and linked by the water turbine to generate electricity. 如請求項1所述的川流式小水力發電系統,其中,該水門單元具有二分別設置於該等河堤的油壓桿,及一連接該等油壓桿且用以攔截水流的水門,該水門藉該等油壓桿之伸縮而開啟及關閉。The stream-flow small hydroelectric power generation system as claimed in claim 1, wherein the water gate unit has two hydraulic rods respectively disposed on the river banks, and a water gate connected with the hydraulic rods and used for intercepting water flow, The water gate is opened and closed by the expansion and contraction of the hydraulic rods. 如請求項2所述的川流式小水力發電系統,其中,該上游入口之高度高於該水門於完全開啟時其頂端之高度。The stream-flow small hydroelectric power generation system as claimed in claim 2, wherein the height of the upstream inlet is higher than the height of the top of the water gate when it is fully opened. 如請求項2所述的川流式小水力發電系統,其中,每一河堤包括一堤壁及一由該堤壁向上延伸的設置座,該等設置座分別供該等油壓桿之一端設置。The small river-flow hydroelectric power generation system as claimed in claim 2, wherein each river bank comprises a bank wall and an installation seat extending upward from the bank wall, and the installation seats are respectively used for one end of the hydraulic rods. set up. 如請求項1所述的川流式小水力發電系統,其中,該連通管包括一由該上游入口延伸至該下游出口的管壁,及一由該管壁鄰近該上游入口處向內延伸的限位部,該限位部供該水輪機設置。The small stream-flow hydroelectric power generation system of claim 1, wherein the communication pipe comprises a pipe wall extending from the upstream inlet to the downstream outlet, and a pipe wall extending inward from the pipe wall adjacent to the upstream inlet A limit part, the limit part is provided for the water turbine to be set. 如請求項5所述的川流式小水力發電系統,其中,該水輪機具有一具有複數供水流流通之通孔的外殼、一設置於該外殼內的扇葉組,及一連接該扇葉組與該發電模組的動力軸,該外殼設置於該上游入口且靠抵於該限位部,該扇葉組受水流驅動而轉動,並帶動該動力軸旋轉而連動該發電模組發電。The small river-flow hydroelectric power generation system as claimed in claim 5, wherein the water turbine has a casing with a plurality of through holes for water supply flow, a fan blade group disposed in the casing, and a fan blade group connected to the fan blade group With the power shaft of the power generation module, the casing is disposed at the upstream inlet and abuts against the limiting portion, the fan blade group is driven by water flow to rotate, and drives the power shaft to rotate to link the power generation module to generate electricity. 如請求項1所述的川流式小水力發電系統,其中,每一河堤包括一堤壁及一沿該堤壁設置的軌道,該發電單元還包括複數設置於該等軌道的滑輪,及一架設於該等滑輪且供該發電模組設置的基座,該等滑輪用以帶動該基座沿該等軌道滑動。The small river-flow hydroelectric power generation system as claimed in claim 1, wherein each river bank comprises a bank wall and a track arranged along the bank wall, the power generation unit further comprises a plurality of pulleys arranged on the tracks, and A base is arranged on the pulleys for the power generation module, and the pulleys are used to drive the base to slide along the tracks. 如請求項7所述的川流式小水力發電系統,其中,該基座與該發電模組之設置高度皆高於該水門單元於關閉時之穩定水位高度。The stream-flow small hydroelectric power generation system according to claim 7, wherein the setting heights of the base and the power generation module are both higher than the stable water level height of the water gate unit when it is closed. 如請求項1所述的川流式小水力發電系統,還包含一感測單元及一信號連接該水門單元、該發電單元與該感測單元的控制單元,該控制單元根據該感測單元的感測狀況而控制該水門單元的啟閉程度。The river-flow small hydroelectric power generation system as claimed in claim 1, further comprising a sensing unit and a control unit for signally connecting the water gate unit, the power generating unit and the sensing unit, the control unit according to the Sensing the condition to control the degree of opening and closing of the water gate unit.
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TWM455068U (en) * 2012-12-17 2013-06-11 En-De Liao Hydropower electric generating device capable of being elevated and inclined to form height fall
TWI687568B (en) * 2019-01-17 2020-03-11 三久建材工業股份有限公司 Hydraulic pressure swing type waterproof gate control device
TWM611102U (en) * 2020-09-17 2021-05-01 張茂崑 Stream type small hydropower system

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