TWM400515U - Pump flow renewable energy system - Google Patents
Pump flow renewable energy system Download PDFInfo
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- TWM400515U TWM400515U TW099208194U TW99208194U TWM400515U TW M400515 U TWM400515 U TW M400515U TW 099208194 U TW099208194 U TW 099208194U TW 99208194 U TW99208194 U TW 99208194U TW M400515 U TWM400515 U TW M400515U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 139
- 239000013535 sea water Substances 0.000 claims abstract description 4
- 238000012546 transfer Methods 0.000 claims abstract description 3
- 239000007788 liquid Substances 0.000 claims description 33
- 238000010248 power generation Methods 0.000 claims description 23
- 238000012423 maintenance Methods 0.000 claims description 13
- 238000005086 pumping Methods 0.000 claims description 12
- 238000001816 cooling Methods 0.000 claims description 4
- 238000012544 monitoring process Methods 0.000 claims description 4
- 230000005540 biological transmission Effects 0.000 claims description 3
- 238000005381 potential energy Methods 0.000 claims description 3
- 239000008399 tap water Substances 0.000 claims description 3
- 235000020679 tap water Nutrition 0.000 claims description 3
- 240000000560 Citrus x paradisi Species 0.000 claims 2
- 235000013399 edible fruits Nutrition 0.000 claims 1
- 230000002209 hydrophobic effect Effects 0.000 claims 1
- 238000011084 recovery Methods 0.000 claims 1
- 230000005611 electricity Effects 0.000 abstract description 9
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 238000004146 energy storage Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 241001070941 Castanea Species 0.000 description 1
- 235000014036 Castanea Nutrition 0.000 description 1
- 206010011469 Crying Diseases 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000002175 menstrual effect Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 230000001172 regenerating effect Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
Description
M400515 五、新型說明: 【新型所屬之技術領域】 本創作是利用不同水位的蓄水池的水流向較低水位的水 池的水流來驅動渦輪將水流能量轉換 w供成•電旎,事後又將渦輪 所釋放出來的水流能量再一次的利用引流管道集到較低水 位的緩衝蓄水池去。再由該緩衝f水池利用高效率的抽水栗 將水抽回原高水位蓄水池去。夾相& ·达 ^ ^衣形成水續不斷的封閉式循環 糸統。 【先前技術】. 水的動能轉換成電能是當今最理想的發電來源1 了收集大量的水資 源來發電要建造《。但水霸建地取得移歸環境跟鋪衝擊問題以及 水資源日益珍貴的廿-世紀的現階段仍然攀見麻^触的情形,因為匯 集的水量太大有崩塌危害下游人畜安全的施論藏奢,输能用在發電的 效率上又;^、有20%左右。即使改〖成f能發電來彌猶_水源利用仍 然極不經濟及效率減獨不_仰龜顿_驗火力發電及核能發 電的高成本高污染的無耐作法。 疋故,理應要發展既能將水循環再利用,且可24小時不停發電系統來 解決目前能源短缺之不足。而可將蓄得珍貴的水源全部保留給農業灌派用 和民生需求才是長遠之計。 【新型内容】 本創作是利用不同水位的蓄水池的水流向較低水位的水池的水流來驅 動渦輪將水流能量轉換成電能,事後又將渦輪所釋放出來的水流能量再一 次的利用骸管道匯制較低水位的緩衝蓄水池去。再由該缓衝蓄水池利 用尚效率的抽水泵將水抽回原高水位蓄水池去。來形成永續不斷的封閉式 循環系統。 其主要優異點是,將驅動水力發電的渦輪後水流能量不像一般水霸發 099208194 0993455132-0 4 M400515 電-樣!將所有的能量全部錢到水霸獨去,這是__種能量的浪費,但 本創作反將這些大量的水引導到緩衝蓄水池上去,這個過程百分之八十的 工作都由水池之水位差來完成,繼百分之十至二十的工作由高效率抽水 果來抽回到原高水位蓄水池完去。所以便能將水力驅動渴輪發電所獲得電 能中的百分之八十轉送到電力輸送塔上去。 本發電組可視當地所需的電容積狀況,可無限量併聯擴充發電來降低 其建造成本。 本創作擁有保持一定的水位的發電,故必將使發電組電力輸出率穩 疋,有別於時下畜此發電系統和水霸發電,不會有水位不停下降或乾旱時 沒有水來發電的窘態發生。 其另一項優異技術就是能將水力發電的容積率可期待調整到9〇%以 上。 【實施方式】 習知大規模水力發電的水霸供電系統有其先天不足的諸多條件的限 制。例如:1)供電系統要大,得離人口密集地遠,故輸電時所消耗的能 量極大。2)取得水霸用地非常困難。3)有溫室效應環保生態問題。4) 旱季時有農業灌溉用不足的問題。5)雨季蓄水過多有崩潰危害生命財產 φ 的潛在危機。6 )發電效率僅在20%左右。7 )建造水霸成本極貴,建造 ^ 期非常長。8)總發電成本過大等。 圖1是述說本創作水力發電系統中的水流導向及抽水泵在疏水道上實 發生正面效應實相,以簡單繪製圖方式繪成具體化的簡易說明,A1為高水 位蓄水池,A2為高水位蓄水池出水,A3為水力渦輪發電機組前段管線, A3a為水力渦輪發電機組後段管線,A4為水力渦輪發電機組,A5為緩衝 蓄水池(低水位),A6為高效能抽水泵,A6a為抽水泵至高水位蓄水池管 線。 圖2單獨連接詳解說明圖,B1為液體供給,可由河流、溪水、海水、 099208194 0993455132-0 5 M400515 海洋以及自來水;κ為液體供給配備’包括入水間控制,過渡哭以及水供 給栗;Β3為高水位蓄水池茂出水閥·’ Β4為高水位蓄水池,液體二能儲存用 蓄水池;Β5為入水口控制閥,為調控液體流量至疏水道中;Β6為前段輸水 道管路:將流體傳送到水力發電渴輪;B6a為後段疏水道管路,將 到緩衝蓄水池;B7為第一維修水閥,發電機組前段維修用閥;B8為第二維 修水閥,發電機組後段維修用閥;B9為渦輪發電機組;Bl〇為緩衝蓄水池 (低水位),儲存通過渴輪發電機組後液體;B11為循環泵,使先行通過渦 輪發電機組液體恢復其位能,該系的電能來源可由柴油發電機或外接電源 · 來供給,當然在正常運轉時仍用自給發電機之電源;Blla為循環泵管路; _ B12為電源監控室,電力輸配站;B13為冷卻塔,為了 B4所循環使用的液 · 體熱交換。 η . 1M400515 V. New description: [New technical field] This creation is to use the water flow from the reservoir of different water level to the water flow of the lower water level to drive the turbine to convert the water flow energy into electricity supply, and then The water flow energy released by the turbine is once again collected by the drainage pipe to the buffer reservoir of the lower water level. The buffered f pool is then pumped back to the original high water reservoir using high-efficiency pumping water. Collapsing & ·Da ^ clothing forms a continuous closed loop of the system. [Prior Art] The conversion of kinetic energy of water into electrical energy is the most ideal source of power generation today. 1 Collect large amounts of water resources to generate electricity to build. However, the construction of the water tyrants has achieved the impact of the environment and the impact of the migration and the increasingly precious water resources of the century--the century is still climbing, because the pool of water is too large, there is a collapse of the damage to the downstream human and animal safety Luxury, the energy can be used in the efficiency of power generation; ^, about 20%. Even if it is changed to 〖f, it can generate electricity. _ Water source utilization is still extremely uneconomical and efficiency is not reduced. _ 龟 顿 _ 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验 验For this reason, it is reasonable to develop a water recycling system that can be used 24 hours a day to solve the current shortage of energy. It is a long-term solution to retain all the precious water sources for agricultural irrigation and people's livelihood needs. [New content] This creation is to use the water flow from the reservoir of different water levels to the water flow of the lower water level to drive the turbine to convert the water flow energy into electrical energy, and then use the water flow energy released by the turbine again to use the pipeline. Convergence reservoirs with lower water levels. The buffer reservoir is then pumped back to the original high water reservoir using an efficient pump. To form a continuous closed loop system. The main advantage is that the energy of the turbine after driving the hydroelectric power is not the same as that of the general water squad 099208194 0993455132-0 4 M400515. Putting all the energy into the water squad, this is a waste of energy, but this creation will lead this large amount of water to the buffer reservoir. Eighty percent of the work is done by the pool. The water level difference is completed, and after 10 to 20 percent of the work is pumped back to the original high water reservoir by high efficiency. Therefore, 80% of the electricity obtained by the hydraulic drive of the thirsty wheel can be transferred to the power transmission tower. The power generation group can reduce the construction cost by expanding the power generation in parallel in an unlimited amount depending on the local electric volume demand. This creation has a certain water level to generate electricity, so it will make the power generation unit's power output rate stable, different from the current generation of this power generation system and water power generation, there will be no water level to stop falling or no water to generate electricity when dry The embarrassing situation occurred. Another excellent technology is that the volumetric ratio of hydroelectric power generation can be expected to be adjusted to more than 9〇%. [Embodiment] It is known that the water power supply system for large-scale hydropower generation has limitations on many conditions that are inherently insufficient. For example: 1) The power supply system is large, and it is far away from the population, so the energy consumed during power transmission is extremely large. 2) It is very difficult to obtain water for land use. 3) There are greenhouse environmental protection ecological problems. 4) There is a shortage of agricultural irrigation during the dry season. 5) Excessive water storage during the rainy season has a potential crisis of collapse and damage to life and property φ. 6) The power generation efficiency is only about 20%. 7) The construction of the water fighter is extremely expensive and the construction period is very long. 8) The total power generation cost is too large. Figure 1 is a brief description of the actual flow effect of the water flow guide and the pump in the creation of the hydroelectric power system on the water channel. A1 is a high water level reservoir, A2 is high. The water level reservoir is discharged, A3 is the front line of the hydro turbine generator set, A3a is the rear section of the hydro turbine generator set, A4 is the hydro turbine generator set, A5 is the buffer reservoir (low water level), A6 is the high efficiency pump, A6a It is a pump to the high water level reservoir line. Figure 2 is a separate connection diagram, B1 is liquid supply, can be river, stream, seawater, 099208194 0993455132-0 5 M400515 ocean and tap water; κ is the liquid supply equipment 'including water control, transition crying and water supply pump; Β 3 is High water level reservoir water outlet valve · ' Β 4 is a high water level reservoir, liquid two energy storage reservoir; Β 5 is the inlet control valve to regulate the flow of liquid to the drain; Β 6 is the front section of the pipeline: The fluid is transferred to the hydro-powered thirsty wheel; B6a is the rear section of the pipeline, which will be to the buffer reservoir; B7 is the first maintenance water valve, the front section of the generator set is used for maintenance; B8 is the second maintenance water valve, the rear section of the generator set Maintenance valve; B9 is a turbine generator set; Bl〇 is a buffer reservoir (low water level), which stores the liquid after passing through the thirsty wheel generator set; B11 is a circulation pump, which restores its potential energy through the turbine generator fluid first. The source of electrical energy can be supplied by a diesel generator or an external power supply. Of course, the power supply of the self-supplied generator is still used during normal operation; Blla is the circulation pump pipeline; _ B12 is the power supply monitoring , Power distribution station; B13 cooling towers, for liquid-B4 body heat exchange being recycled. η . 1
_. Λ V 除了圖1、2單獨式流程圖,亦可如_3所參多並排式無限量擴大並 聯下去,完全端賴當地所須電能來建造;食只要是把經過渦 輪的水流能量全部再次匯集永續再利。C1為液體供給,可由河流,溪水, 海水,海洋以及自來水;C2為液體供給配備,包括入水閥控制,過濾器以 及水供給泵;C3為高水位蓄水池洩入水閥;C4為高水位蓄水池,液體位能 儲存用蓄水池;C5為前段疏水道管線,將液體傳送到水力發電渦輪gi ; C6為前段疏水道管線,將液體傳送到水力發電渦輪G2 ; C7為前段疏水道 φ 管線,將液體傳送到水力發電渦輪G3 ; C8為前段疏水道管線,將液體傳送 、 到水力發電渦輪G4 ; C9為緩衝蓄水池(低水位),儲存通過渦輪發電機組 後液體;Gb G2、G3、G4為渦輪發電機組;C5a、C6a、C7a、C8a為後段 疏水道管線,將液體傳送到緩衝蓄水池C9 ; C9為緩衝蓄水池(低水位), 儲存通過渦輪發電機組後液體;CIO、Cn、C12、C13為循環泵,使先行通 過渦輪發電機組液體恢復其位能,該泵的電能來源可由柴油發電機或外接 電源來供給;ClOa、Clla、C12a、C13a為循環泵管線延伸至C4。 本創作之主要訴求為水源循環利用且循環泵之消耗電量低,可每天24 099208194 6 0993455132-0 M400515 小時,每周七天,連續運轉,其實施方式為將發電機置於高位池與緩衝低位 水池之中間,但緩衝低位水池置於發電機之上方約發電機水頭之8〇%處。 (請參考賴二)此乃與目脑似湘水泵循環水力發電方式不同之處。 本系統之高位水池B4,與緩衝低位水池Bi〇之液面差Hd來決定系統 之水流速度’ Hd愈大則水流速度愈快,而管徑之大小來決定本系統的水流 量大小,而當水流由B6導管流經渦輪發機B9時水流將轉動渦輪帶動發電 機。其發電量大小由水的流量與發電機的水頭高度Hg成正比,再則經過發 電機之水流經由B6a導管送至低位水池B10,在此利用高效率水泵Bn將 φ 水送回高位水池B4,如此造成循環不止的發電系統,而循環水泵之揚程Hp 約等於Hd,故不難理解本系統發電機發出之電量約2〇%用於循環水泵之消 耗,其餘8G%電量可輸出外線,且高位蓄水池之容積僅縣統中所有水管 内容積之20倍既可’(若使用6米直徑之水管約8〇〇米長之管路徑則水池 之大小約為30米深1〇〇米寬15〇米長),但緩衝低位水池則可用更小之水 池,約5倍既可,只因水流在此作短暫停留,作釋壓及緩衝。 本抽水再生能源系統是利用向、低蓄水池水位的位差,水從高水位向 低水位流向的原理以及連通管原理,將大量水流去驅動满輪發電機組由動 能轉化為電能,而將驅動水力渦輪後的水{絕不釋出或宣洩掉}用同等直徑 • 辦線Μ,造成的縣將水酬緩衝蓄水池中,再由_蓄水池用高: ' 率的抽水泵抽回原高水位蓄水池’本專利其主要的突破在於個相對小容 量的高效率抽水泵來做两個水池的稳定水位舆能源循環,其實際耗電量僅 僅在總發電量的20%以下,而渦輪發電機則置於兩個蓄水池之底下,在此 系統中管路流過㈣量的水量’但渦輪發電機組置於本系統巾水頭最高, 壓力最大的位置’其發電量遠大於抽水細耗之電量^形成—個封閉式 水流循環,不作任何的水源浪費亦無任何電能消耗。因每一單位電能用在 抽水泉中就有會產生七至八個單位的電能由發電機組輸出至廠外。 此突破性設計’為改善目前欲细水料為水力發電或作為能源儲存 099208194 0993455132-0 7 M400515 所面臨最大難題;是發電量鮮及水錄電量多 看極其不經濟。以蓄能發電為例;其在離峰用電時將下池的水 ==多能源來完成。故只要是把經·輪的水流能量全部再次匯华i 續再利用的方法均屬本申請專利範圍。 丹人urn水 【圖式簡單說明】 圖1,係單獨式流程說明圖。 圖2 ’係單獨連接詳解說明圖。 圖3,係多組併排式說明圖。 【主要元件符號說明】_. Λ V In addition to the single-flow flowcharts in Figures 1 and 2, it is also possible to expand parallel in parallel with the _3 side-by-side multi-parallel expansion, completely relying on the local electrical energy to build; the food as long as the water flow through the turbine is all Bring together the perseverance again. C1 is a liquid supply, which can be used by rivers, streams, sea water, oceans and tap water; C2 is supplied with liquids, including inlet valve control, filters and water supply pumps; C3 is a high water reservoir drain valve; C4 is high water storage Pool, liquid storage tank; C5 is the front section of the pipeline, the liquid is transferred to the hydroelectric turbine gi; C6 is the front section of the pipeline, the liquid is transferred to the hydroelectric turbine G2; C7 is the front section of the tunnel φ Pipeline, the liquid is transferred to the hydroelectric turbine G3; C8 is the front section of the pipeline, the liquid is transferred to the hydroelectric turbine G4; C9 is the buffer reservoir (low water level), and the liquid is stored after passing through the turbine generator; Gb G2 G3, G4 are turbine generator sets; C5a, C6a, C7a, C8a are rear section pipelines, which transfer liquid to buffer reservoir C9; C9 is buffer reservoir (low water level), which stores liquid after passing through turbine generator set; CIO, Cn, C12, C13 are circulating pumps, which restore the potential energy through the turbine generator liquid. The power source of the pump can be supplied by diesel generator or external power supply; ClO a, Clla, C12a, C13a extend the circulation pump line to C4. The main appeal of this creation is the recycling of water source and the low consumption of circulating pump. It can be operated continuously every day 24 099208194 6 0993455132-0 M400515 hours, seven days a week. The implementation method is to place the generator in the high level tank and the buffer low level pool. In the middle, but the buffered lower pool is placed above the generator at about 8〇% of the generator head. (Please refer to Lai II) This is different from the circulating hydropower generation method of the water pump. The high level pool B4 of the system and the liquid level difference Hd of the buffered lower pool Bi〇 determine the water flow speed of the system. The larger the Hd, the faster the water flow speed, and the diameter of the tube determines the water flow of the system. When the water flows from the B6 conduit through the turbine engine B9, the water flow will turn the turbine to drive the generator. The amount of power generated by the flow of water is proportional to the height Hg of the generator, and then sent to the lower pool B10 via the B6a conduit through the water flow of the generator, where the high-efficiency water pump Bn is used to send the φ water back to the high water tank B4. This causes a cycle of power generation system, and the head Hp of the circulating water pump is equal to Hd, so it is not difficult to understand that about 2% of the power generated by the generator of the system is used for the consumption of the circulating water pump, and the remaining 8G% of the power can be output to the external line, and the high position The volume of the reservoir is only 20 times that of all the water pipes in the county. (If a 6-meter-diameter water pipe is used, the pipe diameter is about 30 meters deep and 1 meter wide and 15 inches wide. Meter length), but the buffer pool can use a smaller pool, about 5 times, only because the water flow is here for a short stay, for pressure relief and buffer. The pumped regenerative energy system utilizes the principle of the difference between the water level of the low and the low reservoirs, the flow of water from the high water level to the low water level, and the principle of the connected pipe. The large amount of water flow is driven to drive the full-wheel generator set into kinetic energy, which is converted into electric energy. The water after driving the water turbine {never released or vented} with the same diameter • Do the line Μ, the county will be in the water buffer buffer, and then by the _ reservoir with high: 'rate pumping pump Back to the original high water level reservoir' The main breakthrough of this patent is a relatively small capacity high efficiency pump to make two pools of stable water level 舆 energy cycle, the actual power consumption is only less than 20% of the total power generation The turbine generator is placed under the two reservoirs. In this system, the pipeline flows through (four) the amount of water 'but the turbine generator set is placed at the highest point of the system, and the pressure is the highest. The power consumption of pumping water ^ forms a closed water flow cycle, without any waste of water source and no power consumption. Since each unit of electric energy is used in the pumping spring, seven to eight units of electric energy are generated and output from the generator set to the outside of the plant. This breakthrough design is the biggest problem facing the current desire for fine water for hydropower or energy storage 099208194 0993455132-0 7 M400515; it is extremely uneconomical to generate electricity and water. Take energy storage power generation as an example; it will complete the water in the lower pool == multiple energy sources when the peak is used. Therefore, as long as it is the method of re-using the water flow energy of the menstrual wheel, it is all within the scope of this patent. Danren urn water [Simple diagram of the diagram] Figure 1, is a separate flow diagram. Figure 2 ′ is a separate connection diagram. Figure 3 is a multi-group side-by-side diagram. [Main component symbol description]
B1〜液體供給 B2〜液體供給配備 B3〜高水位蓄水池洩出水閥 B4〜高水位蓄水池 B5〜入水口控制閥 B6〜前段疏水道管路 B6a〜後段疏水道管路 B7〜第一維修水閥 B8〜第二維修水閥 B9〜渦輪發電機組 B10〜緩衝蓄水池(低水位) B11〜循環泵B1~liquid supply B2~liquid supply equipped with B3~high water level reservoir drain water valve B4~high water level reservoir B5~inlet control valve B6~front section drain line B6a~back section drain line B7~first Maintenance water valve B8 ~ second maintenance water valve B9 ~ turbine generator set B10 ~ buffer reservoir (low water level) B11 ~ circulation pump
Blla〜循環泵管線 B12〜電源監控室 B13〜冷卻塔 A1〜高水位蓄水池 A2〜高水位蓄水池出水 099208194 0993455132-0 8 M400515 A3〜水力渦輪發電機組前段管線 A4〜水力渦輪發電機組 A3a〜水力渦輪發電機組後段管線 A5〜緩衝蓄水池(低水位) A6〜局效能抽水泉 A6a〜抽水栗至高水位蓄水池管線Blla~Circulation pump line B12~Power monitoring room B13~Cooling tower A1~High water level reservoir A2~High water level reservoir water 099208194 0993455132-0 8 M400515 A3~Hydraulic turbine generator front section pipeline A4~Hydraulic turbine generator set A3a ~Hydraulic turbine generator group rear section pipeline A5 ~ buffer reservoir (low water level) A6 ~ bureau performance pumping spring A6a ~ pumping chestnut to high water level reservoir pipeline
Hd:高水位蓄水池跟緩衝蓄水池的實際水位差Hd: Actual water level difference between high water level reservoir and buffer reservoir
Hg :發電機組的總水頭Hg: the total head of the generator set
Hp :抽水栗的揚程 C1〜液體供給 C2〜液體供給配備 C3〜高水位蓄水池洩入水閥 C4〜高水位蓄水池 C5〜前段疏水道管線 C6〜前段疏水道管線 C7〜前段疏水道管線 C8〜前段疏水道管線Hp: pumping bucket head C1 ~ liquid supply C2 ~ liquid supply equipped with C3 ~ high water level reservoir draining water valve C4 ~ high water level reservoir C5 ~ front section of the pipeline line C6 ~ front section of the pipeline line C7 ~ front section of the pipeline line C8~ front section pipeline
C9〜緩衝蓄水池(低水位) G1〜渦輪發電機組 G2〜渦輪發電機組 G3〜渦輪發電機組 G4〜渦輪發電機組 C5a〜後段疏水道管線 C6a〜後段疏水道管線 C7a〜後段疏水道管線 C8a〜後段疏水道管線 099208194 0993455132-0 M400515 C9〜緩衝蓄水池(低水位) CIO〜循環泵 C11〜循環泵 C12〜循環泵 C13〜循環泵 C13a〜循環泵管線 C12a〜循環泵管線 Clla〜循環泵管線 ClOa〜循環泵管線 099208194C9~buffering reservoir (low water level) G1~ turbine generator set G2~ turbine generator set G3~ turbine generator set G4~ turbine generator set C5a~ rear section drain line C6a~ rear section drain line C7a~ rear section drain line C8a~ Rear section pipeline 099208194 0993455132-0 M400515 C9 ~ buffer reservoir (low water level) CIO ~ circulation pump C11 ~ circulation pump C12 ~ circulation pump C13 ~ circulation pump C13a ~ circulation pump line C12a ~ circulation pump line Clla ~ circulation pump line ClOa ~ circulation pump line 099208194
0993455132-0 100993455132-0 10
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| TW099208194U TWM400515U (en) | 2010-05-04 | 2010-05-04 | Pump flow renewable energy system |
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| Application Number | Priority Date | Filing Date | Title |
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| TW099208194U TWM400515U (en) | 2010-05-04 | 2010-05-04 | Pump flow renewable energy system |
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| TWM400515U true TWM400515U (en) | 2011-03-21 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9163786B2 (en) | 2012-11-09 | 2015-10-20 | Industrial Technology Research Institute | Energy capturing system and pressure stabilizing device thereof |
| CN105546696A (en) * | 2016-02-02 | 2016-05-04 | 泉州市泉港区航立工贸有限公司 | Terrestrial heat air conditioning system |
| TWI884592B (en) * | 2023-11-23 | 2025-05-21 | 林榮光 | River and irrigation canal water storage type hydroelectric power generation system |
-
2010
- 2010-05-04 TW TW099208194U patent/TWM400515U/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9163786B2 (en) | 2012-11-09 | 2015-10-20 | Industrial Technology Research Institute | Energy capturing system and pressure stabilizing device thereof |
| CN105546696A (en) * | 2016-02-02 | 2016-05-04 | 泉州市泉港区航立工贸有限公司 | Terrestrial heat air conditioning system |
| TWI884592B (en) * | 2023-11-23 | 2025-05-21 | 林榮光 | River and irrigation canal water storage type hydroelectric power generation system |
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