JP2000009015A - Underground hydraulic power generating method utilizing sea water or river water and generating mechanism therefor - Google Patents

Underground hydraulic power generating method utilizing sea water or river water and generating mechanism therefor

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Publication number
JP2000009015A
JP2000009015A JP10215281A JP21528198A JP2000009015A JP 2000009015 A JP2000009015 A JP 2000009015A JP 10215281 A JP10215281 A JP 10215281A JP 21528198 A JP21528198 A JP 21528198A JP 2000009015 A JP2000009015 A JP 2000009015A
Authority
JP
Japan
Prior art keywords
water
power generation
seawater
river
underground
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10215281A
Other languages
Japanese (ja)
Inventor
Teruji Yokosuka
照治 横須賀
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10215281A priority Critical patent/JP2000009015A/en
Publication of JP2000009015A publication Critical patent/JP2000009015A/en
Pending legal-status Critical Current

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Classifications

    • 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

Landscapes

  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

PROBLEM TO BE SOLVED: To produce a hydraulic power generation by circulating a flow in a tubular conduit utilizing the water flow property by providing a water flow preventing valve between a circulation pump and the tubular conduit and disposing a flow speed controlling member between the water flow preventing valve and the tubular conduit to generate a water flow in the tubular conduit provided at an underground. SOLUTION: A tubular conduit 2 having a suction pipe is buried under a water surface of sea water or river water and a water wheel 3, a hydraulic power generator 4 and a circulation pump 6 are buried in a tubular conduit communicated with a ground surface of an underground. Water is made to flow from the suction pipe of sea water or river water to a water flow passage W in the tubular conduit 2 by an operation of the circulation pump 6 to cause a reflux and a circulation. The water wheel 3 is rotated by a circulation of sea water or river water to drive the hydraulic power generator 4. A flow rate controlling member 8 is disposed between the tubular conduit 2 and the water flow preventing valve 9 and the water flow preventing valve 9 is between the circulation pump 6 and the tubular conduit 2. Further, a gate 10 and a water quantity controlling valve 11 are disposed on an upper portion of the tubular conduit 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は水力発電に関するが、詳
しくは海中及び水中における地下発電方法とその発電機
構に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to hydroelectric power generation, and more particularly, to a method of generating underground power in the sea and underwater and a power generation mechanism thereof.

【0002】[0002]

【従来の技術】従来の水力発電は、水車を用いたものが
一般的である。この水車を用いた水力発電の原理は、管
水路の途中に水車を設けて水の位置エネルギーを水車の
回転エネルギーにし、更に水車のエネルギーを発電機の
電気エネルギーに変える方法である。
2. Description of the Related Art Conventional hydroelectric power generation uses a water turbine. The principle of hydroelectric power generation using this turbine is a method in which a turbine is provided in the middle of a pipe channel to convert the potential energy of the water into rotational energy of the turbine, and further convert the energy of the turbine into electric energy of a generator.

【0003】すなわち、水路を有する管水路部分の損失
水頭(hι1 +hι2 )=hιとすると、水車の損失水
頭はHT はHr=H−(hι1 +hι2 )=H−hιと
なる。この式では、Hを総落差といい水車の損失水頭H
T を有効落差という。この場合の水車は有効落差HT
よって動力Pを発生させ、また動力PはP=W QH
T〔kgf・m/s〕で表される。一方、水車の発電力
は水車の出力に発電機の効率ηG を掛けたものであり、
発電力PO はPO W ηT ηG QHT W ηO QH
T 〔kgf・m/s〕=9.8ηO QHT 〔kW〕=1
3.3ηO QHT 〔PS〕となる。
That is, the loss of a pipe channel having a channel.
Water head1+ HιTwo) = Hι, water loss of turbine
Head is HTIs Hr = H- (hι1+ HιTwo) = H-hι
Become. In this equation, H is the total head and the water loss H
TIs called the effective head. The water turbine in this case is the effective head HTTo
Therefore, power P is generated, and power P is P =WQH
T[Kgf · m / s]. On the other hand, the power generation
Is the generator efficiency ηGMultiplied by
Power generation POIs PO=WηTηGQHT=WηOQH
T[Kgf · m / s] = 9.8ηOQHT[KW] = 1
3.3ηOQHT[PS].

【0004】[0004]

【発明が解決しようとする課題】かかる従来の水力発電
原理を海水又は河川水の海中又は水中内での水圧を利用
して地下水力発電を行なうところに、本発明が解決しよ
うとする課題を有する。すなわち、本発明が解決しよう
とする課題は地中下に装設した管水路内の高圧力から低
圧力への流水を発生させ、この流水性質を利用して水中
における管水路及び管水路内で流れを循環させることに
よって水力発電を起させるところにある。
The present invention has a problem to be solved in that underground water power generation is performed by utilizing the water pressure in the sea or in the water of seawater or river water using such a conventional hydropower generation principle. . That is, the problem to be solved by the present invention is to generate flowing water from high pressure to low pressure in a pipe channel installed under the ground, and by utilizing this flowing property, in the pipe channel and the pipe channel in water. It is where hydropower is generated by circulating the flow.

【0005】[0005]

【課題を解決するための手段】本発明は上記の如き従来
の水圧発電原理を海水又は河川水の水を利用して水力発
電による電気エネルギーを確保するために開発したもの
であって、水力の水圧エネルギーを利用して発電する水
力発電法において管水路の高圧方向から低圧方向への水
流の性質を利用して位置エネルギーを運動エネルギーに
変換させかつ水力発電機を駆動させて電気エネルギーに
変えることを特徴とする海水又は河川水を利用した地下
水力発電方法の提供にあり、また前記水力発電方法が高
圧力から低圧力の方向への水流を発生させかつ該水流性
質を利用して管水路及び開水路内で水流を循環させて地
下発電させる地下水力発電方法であり、更に前記水力発
電方法により得た電気エネルギーを無公害かつ無尽蔵に
確保できる地下水力発電方法の提供にある。
SUMMARY OF THE INVENTION The present invention is based on the above-mentioned conventional hydraulic power generation principle developed for securing electric energy by hydroelectric power generation using seawater or river water. Converting potential energy to kinetic energy by using the property of water flow from high pressure direction to low pressure direction of a pipe channel in a hydroelectric power generation method using hydraulic energy to generate electricity, and driving a hydroelectric generator to convert it to electric energy Underwater water power generation method using seawater or river water characterized by the following, wherein the hydroelectric power generation method generates a water flow in the direction from high pressure to low pressure, and utilizes the water flow property to provide a pipe channel and An underground hydroelectric power generation method that circulates a water flow in an open channel to generate underground power, and furthermore, a groundwater that can ensure electric power obtained by the hydroelectric power generation without pollution and without exhaustion. It is to provide a power generation method.

【0006】また、海水又は河川水の水圧を利用して成
る水力は発電機構において前記海水又は河川水を水車に
流水させる管水路と該管水路の流水を貯水する水溜室と
該水溜室の流水を管水路に環流かつ循環させる循環ポン
プと前記管水路内を循環する流水の圧力を利用して水車
を作動させる水力発電機構とから構成されることを特徴
とする海水又は河川水を利用した地下水力発電機構の提
供であり、また前記地下水力発電機構において管水路内
に循環される流水を循環ポンプを介して再度海水又は河
川水と混流して循環させる地下水力発電機構であり、ま
た前記地下水力発電機構において管水路内に循環される
流水の位置が海面若しくは水面下の300m位から20
0m位の位置に設置される地下水力発電機構の提供にあ
る。
In addition, the hydraulic power generated by utilizing the water pressure of seawater or river water is used in a power generation mechanism to flow the seawater or river water to a turbine, a water channel for storing the water flowing in the water channel, and a water flow for the water reservoir. Groundwater using seawater or river water, comprising: a circulation pump that circulates and circulates water into a pipe waterway; and a hydraulic power generation mechanism that operates a water turbine using pressure of the flowing water circulating in the pipe waterway. A groundwater power generation mechanism, wherein the groundwater power generation mechanism circulates and circulates the flowing water circulated in the pipeline in the groundwater power generation mechanism with seawater or river water again through a circulation pump. The position of the flowing water circulated in the pipe channel in the power generation mechanism is 20m from 300m below the sea surface or below the water surface.
An object of the present invention is to provide a groundwater power generation mechanism installed at a position of about 0 m.

【0007】更に、前記循環ポンプと管水路との間に流
水防止弁を設けかつ該流水防止弁と管水路との間に油圧
又は水圧による流速調整部材を付設し、前記管水路内の
流水速度を調整すると共に、前記管水路の上方部に海水
又は河川水を取水するゲートと水量を調整する水量調整
弁とを配設して管水路内の水量を自動調整する地下水力
発電機構の提供にある。
Further, a water flow prevention valve is provided between the circulation pump and the pipe waterway, and a flow rate adjusting member by hydraulic pressure or hydraulic pressure is provided between the water flow prevention valve and the water pipe, so that the water flow velocity in the water pipe is reduced. To provide a groundwater power generation mechanism that automatically adjusts the amount of water in the pipe channel by arranging a gate for taking in seawater or river water and a water amount adjusting valve for adjusting the water amount above the pipe channel. is there.

【0008】[0008]

【発明の実施の形態】本発明の実施形態は、水力の水圧
エネルギーを利用して発電する水力発電法において管水
路の高圧方向から低圧方向への水流の性質を利用して位
置エネルギーを運動エネルギーに変換させかつ水力発電
機を駆動させて電気エネルギーに変える地下水力発電方
法であり、また前記水力発電方法が高圧力から低圧力の
方向への水流を発生させかつ該水流性質を利用して管水
路及び開水路内で水流を循環させて地下発電させる地下
水力発電方法であり、更に前記水力発電方法により得た
電気エネルギーを無公害かつ無尽蔵に確保できる地下水
力発電方法であるから、海水又は河川水を利用して地下
において水力の発電を行なうことが可能となるので、無
公害で安全でしかも低価格な電気エネルギーを無尽蔵で
しかも大量に確保することができる。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention relates to a hydroelectric power generation method in which electric power is generated using hydraulic energy of hydraulic power, and the potential energy is converted into kinetic energy by utilizing the property of water flow from a high pressure direction to a low pressure direction of a pipe waterway. And a hydroelectric power generation method for driving a hydroelectric generator to convert electric energy into electric energy. The hydroelectric power generation method generates a water flow in a direction from high pressure to low pressure and uses the water flow property to make a pipe. It is a groundwater power generation method that circulates water flow in waterways and open channels to generate underground power, and because it is a groundwater power generation method that can secure the electric energy obtained by the hydropower generation method without pollution and inexhaustible, seawater or river Since it is possible to generate hydroelectric power underground using water, inexpensive, safe and inexpensive and secure inexpensive and large quantities of electric energy Rukoto can.

【0009】本発明の実施形態は、海水又は河川水の水
圧を利用して成る水力は発電機構において前記海水又は
河川水を水車に流水させる管水路と該管水路の流水を貯
水する水溜室と該水溜室の流水を管水路に環流かつ循環
させる循環ポンプと前記管水路内を循環する流水の圧力
を利用して水車を作動させる水力発電機構とから構成さ
れる地下水力発電機構であり、また前記地下水力発電機
構において管水路内に循環される流水を循環ポンプを介
して再度海水又は河川水と混流して循環させる地下水力
発電機構であり、更に前記地下水力発電機構において管
水路内に循環される流水の位置が海面若しくは水面下の
300m位から200m位の位置に設置される地下水力
発電機構であるから、海水及び河川水の水面地下の空間
などを利用した水力発電設備を装設することができると
共に従来の水力発電や原子力発電などによって発生して
いた自然環境破壊や地球温暖化を未然に防止することが
できる。
An embodiment of the present invention is directed to a hydraulic system which utilizes the pressure of seawater or river water to provide a pipe channel for flowing seawater or river water to a turbine in a power generation mechanism, and a water storage chamber for storing the flow water of the pipe channel. A groundwater hydraulic power generation mechanism including a circulation pump that circulates and circulates the water flowing through the water reservoir into the pipe waterway and a hydraulic power generation mechanism that operates a water turbine using the pressure of the flowing water circulating in the pipe waterway; The groundwater power generation mechanism is a groundwater power generation mechanism that circulates flowing water circulated in the pipe waterway again through seawater or river water through a circulation pump and circulates the water, and further circulates in the waterway in the groundwater power generation mechanism. The underground hydropower generator is installed at a position 300m to 200m below the surface of the sea or below the surface of the water, so the water using seawater and river water underground The natural environmental destruction and global warming which has been caused by such conventional hydroelectric power generation and nuclear power generation with a power generation facility can be So設 can be prevented.

【0010】本発明の実施形態は、前記循環ポンプと管
水路との間に流水防止弁を設けかつ該流水防止弁と管水
路との間に油圧又は水圧による流速調整部材を付設し、
前記管水路内の流水速度を調整すると共に前記管水路の
上方部に海水又は河川水を取水するゲートと水量を調整
する水量調整弁とを配設し、管水路内の水量を自動調整
する地下水力発電機構であるから従来の水力発電や原子
力発電などによって発生している自然環境破壊や地球温
暖化を未然防止することができると共に前記地下水力発
電機構よりも高性能の効果が得られる。
According to an embodiment of the present invention, a water flow prevention valve is provided between the circulation pump and the pipe water passage, and a flow rate adjusting member by hydraulic or hydraulic pressure is provided between the water flow prevention valve and the water pipe.
Groundwater for adjusting the water flow speed in the pipe channel and arranging a gate for taking in seawater or river water and a water flow control valve for adjusting the water flow above the pipe waterway, and automatically adjusting the water flow in the pipe waterway. Since it is a power generation mechanism, it is possible to prevent the destruction of the natural environment and global warming caused by conventional hydroelectric power generation or nuclear power generation, and to obtain an effect of higher performance than the underground hydropower generation mechanism.

【0011】[0011]

【実施例】以下、図面に従って本発明の実施例について
説明する。図1は、本発明の海水又は河川水を利用した
地下水力発電方法とその発電機構を示したものである。
図中1は、海水又は河川水を管水路2に流水する吸水管
であり、Wはその流水路である。3は、管水路2から流
水される海水又は河川水Sを介して水力発電機を駆動さ
せる水車である。5は、水車3を介して流水される海水
又は河川水Sを貯水する水溜室である。6は循環ポンプ
であり、管水路2内を流れる海水又は河川水Sを環流か
つ循環させる循環ポンプである。なお、ここに示されて
いる管水路2とは周囲が壁(固体で動かない)で囲まれ
て断面が閉じており、管の中を水がいっぱいになって充
満して流れている状態のことである。そして、管水路2
の流れには管の内壁に大気圧以上の水圧が作用されてお
り、一方水は水平の状態では管内の圧力差で流れる性質
を有している。通常、上水道の給水管や配水管などに使
われている。また、開水路とは水面が大気に接しており
水面の高さ(水位)は流量水路断面の変化によって上下
するものである。この開水路には自由水面があるため常
流射流などの流れが生じることによって自由水面は大気
圧を受けて流れの方向は水に作用する重力で決まる。ま
た、開水路の流れには一般の河川や産業用水路や下水道
管道路側溝などのような壁面が管の形をしていても下水
道管のように自由水面を持っていれば流れは開水路とな
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a groundwater power generation method using seawater or river water and a power generation mechanism thereof according to the present invention.
In the drawing, reference numeral 1 denotes a water suction pipe for flowing seawater or river water into the pipe channel 2, and W denotes the water channel. Reference numeral 3 denotes a water turbine that drives a hydroelectric generator through seawater or river water S flowing from the pipeline 2. Reference numeral 5 denotes a reservoir for storing seawater or river water S flowing through the water wheel 3. Reference numeral 6 denotes a circulation pump which circulates and circulates seawater or river water S flowing in the pipe channel 2. It should be noted that the pipe channel 2 shown here is surrounded by walls (solid and immovable) and has a closed cross-section, and the pipe is filled with water and is filled with water. That is. And pipe waterway 2
Is applied to the inner wall of the pipe by a water pressure higher than the atmospheric pressure. On the other hand, in a horizontal state, water has a property of flowing due to a pressure difference in the pipe. It is usually used for water supply pipes and water distribution pipes. In the open channel, the water surface is in contact with the atmosphere, and the height (water level) of the water surface rises and falls due to a change in the flow channel cross section. Since the open channel has a free water surface, the free water surface receives atmospheric pressure due to a flow such as a normal jet stream, and the direction of the flow is determined by gravity acting on the water. In addition, even if the flow of open water channels has a free water surface like a sewer pipe, even if the wall surface such as a general river, industrial waterway, or sewer pipe road gutter has a pipe shape, the flow will be an open channel. Become.

【0012】本発明による地下水力発電機構は、本図か
らも明らかのように海水又河川水Sの水面Sa下に吸水
管1を有する管水路2を埋設すると共に、地下Rの地面
Raに連通される管水路に水車3と水力発電機4と循環
ポンプ6とを埋設して成り、循環ポンプ6の作動によっ
て管水路2内の流水路Wに海水又は河川水Sの吸水管1
から流水させて環流と循環をさせる。この海水又は河川
水Sの循環によって水車3を回転させて水力発電機4を
駆動させることができる。
The underground hydroelectric generator according to the present invention embeds the pipe waterway 2 having the water intake pipe 1 below the water surface Sa of the seawater or river water S and communicates with the ground Ra of the underground R, as is apparent from this figure. A water turbine 3, a hydroelectric generator 4 and a circulation pump 6 are buried in the pipe waterway to be formed.
And then circulates and circulates. The water turbine 3 can be rotated by the circulation of the seawater or the river water S to drive the hydraulic power generator 4.

【0013】次に、本発明の試算例について説明する。
まず、本発明機構による計算式は次のとおりである。発電出力 (P=50,000Kwkの例) P=9.8QHηo P:発電機出力〔50,000Kw〕 Q:水量〔40m3 /s〕 H:有効落差 〔150M〕 ηo:総合効率〔0.85〕排水容量 (循環ポンプの所要Kw) 所要動力 F=K×r・Q・HT /ηp・ηg×(1+
α) K=0.163(Kg/Kgf・m/min) r=水の単位体積重量(1Kgf/L) Q=吹き出し水量(m3 /min) HT =全揚廷程(m) ηp=ポンプ効率(0.85) ηg=歯車伝達効率(1.0) α=余裕率(0.1)原動出力 (Kw決定) P=K×γ・Q・HT /ηp・ηg×(1+α) K=0.163(KH/kgf.m/min) P=0.163×1/10(1+0.1) γ=水の単位体積重量(1kgf/L) Q=吹き出し水量(m3 /min) HT =全揚程(m) ηp=ポンプ効率(少数) ηg=伝達効率(少数) α=余裕率(少数) 図2は、図1に示した本発明機構の他の実施例を示した
ものである。本図からも明らかのように図1に示した実
施例との相異点は、管水路2の上方部に循環ポンプを設
けたところにある。この循環ポンプ7は、循環ポンブ6
と同一機能を有するものであって、給水管1から吸水さ
れた海水又は河川水Sの流水と循環ポンプ6を介して流
出された海水又は河川水Sとを混水させて管水路2内を
還流させると共に循環させるために設けたものである。
なお、本図に示した実施例の計算式は次のとおりであ
る。発電出力 (P=50,000Kwの例) P=9.8QHηo P:発電機出力〔50,000Kw〕 Q:水量〔40m3 /s〕 H:有効落差〔150M〕 ηo:総合効率〔0.85〕排水容量 (循環ポンプの所要KW) 所要KW F=K×r・Q・H/ηp・ηg×(1+
α) K=0.163(Kg/kgf.m/min) r=水の単位体積重量(1kgf/L) Q=吹き出し水量(m3 /min):20m3 H=全揚程(1.0m) ηp=ポンプ効率(0.85) ηg=伝達効率(1.0) α=余裕率(0.1) F=0.163×1×1.200×1/0.85×1.
0(1+0.1)=253.1KW 図3は、前記図1及び図2に示されている他の実施例を
示したものである。基本的には図1と図2と同じである
が、本図の場合は発電機の位置を左側に設けると共に、
管水路に油圧又は水圧による流速調整部材を配設されて
いるところに特徴を有する。図中、8は流速調整部材、
9は流水防止弁、10はゲート、11は水量調整弁であ
る。流速調整部材8は、管水路2と流水防止弁9との間
に配設されており、流水防止弁9は循環ポンプ6と管水
路2との間に配設されている。また、ゲート10と水量
調整弁11は、管水路2の上方部に配設されている。
Next, a trial calculation example of the present invention will be described.
First, the calculation formula by the mechanism of the present invention is as follows. Power generation output (example of P = 50,000 Kwk) P = 9.8 QHηo P: Generator output [50,000 Kw] Q: Water amount [40 m 3 / s] H: Effective head [150 M] ηo: Overall efficiency [0.85 ] Drainage capacity (required Kw of circulation pump) Required power F = K × r · Q · H T / ηp · ηg × (1+
α) K = 0.163 (Kg / Kgf · m / min) r = unit weight of water (1 Kgf / L) Q = blowing water volume (m 3 / min) H T = total lift (m) ηp = Pump efficiency (0.85) ηg = Gear transmission efficiency (1.0) α = Margin ratio (0.1) Motor output (Kw determination) P = K × γ · Q · H T / ηp · ηg × (1 + α) K = 0.163 (KH / kgfm.m / min) P = 0.163 × 1/10 (1 + 0.1) γ = unit volume weight of water (1 kgf / L) Q = blowing water amount (m 3 / min) H T = Total head (m) ηp = Pump efficiency (small) ηg = Transmission efficiency (small) α = Margin (small) FIG. 2 shows another embodiment of the mechanism of the present invention shown in FIG. It is. As is clear from this drawing, the difference from the embodiment shown in FIG. 1 lies in that a circulation pump is provided above the pipe channel 2. The circulating pump 7 includes a circulating pump 6
Which has the same function as the above, and mixes the flowing seawater or river water S absorbed from the water supply pipe 1 with the seawater or the river water S flowing out through the circulation pump 6 so that the inside of the pipe waterway 2 It is provided for reflux and circulation.
The calculation formula of the embodiment shown in this figure is as follows. Power generation output (example of P = 50,000 Kw) P = 9.8 QHηo P: Generator output [50,000 Kw] Q: Water amount [40 m 3 / s] H: Effective head [150 M] ηo: Overall efficiency [0.85 ] Drainage capacity (required KW of circulation pump) Required KW F = K × r · Q · H / ηp · ηg × (1+
α) K = 0.163 (Kg / kgfm / min) r = unit weight of water (1 kgf / L) Q = blowing water volume (m 3 / min): 20 m 3 H = total head (1.0 m) ηp = Pump efficiency (0.85) ηg = Transmission efficiency (1.0) α = Margin (0.1) F = 0.163 × 1 × 1.200 × 1 / 0.85 × 1.
0 (1 + 0.1) = 253.1 kW FIG. 3 shows another embodiment shown in FIG. 1 and FIG. Basically the same as FIG. 1 and FIG. 2, but in the case of this figure, the position of the generator is provided on the left
It is characterized in that a flow velocity adjusting member by hydraulic pressure or water pressure is provided in the pipe channel. In the figure, 8 is a flow rate adjusting member,
Reference numeral 9 denotes a flow prevention valve, reference numeral 10 denotes a gate, and reference numeral 11 denotes a water amount adjustment valve. The flow rate adjusting member 8 is provided between the pipe waterway 2 and the water flow prevention valve 9, and the water flow prevention valve 9 is provided between the circulation pump 6 and the water flow path 2. In addition, the gate 10 and the water amount adjustment valve 11 are disposed above the pipe channel 2.

【0014】次に、図3に示した地下水力発電機構の実
施例による計算式は、次のとおりである。発電出力 (P=10,000KWの例) P=9.8QHηo P:発電機出力〔10,000Kw〕 Q:使用水量〔25m3 /s〕 H:有効落差〔50M〕 ηo:総合効率〔0.85〕排水容量 (循環ポンプの所要出力KW) 所要動力 F=K×r・Q・H/ηp・ηg×(1+
α) K=0.163(Kg/Kgf・M/min) r=水の単位体積重量(1Kgf/L) Q=吹き出し水量(m3 /min) H=全揚程(m) ηp=ポンプ効率(0.85) ηg=歯車伝達効率(1.0) α=余裕率(0.1)循環ポンプの所要出力 (水平横移動・揚程2m・吐き出し水量75m3 /mi
nで算出) F=0.163×1×3,000×2/0.85×1.
0×(1+0.1)=1,265.5〔KW〕(1台当
たり)排水ポンプの所要出力 (水平横移動・揚程2m・吐き出し水量25m3 /mi
nで算出) F=0.163×1×1,500×2/0.85×1.
0×(1+0.1)=632,7〔KW〕
Next, the calculation formula according to the embodiment of the underground hydroelectric power generation mechanism shown in FIG. 3 is as follows. Power generation output (example of P = 10,000 KW) P = 9.8 QHηo P: Generator output [10,000 Kw] Q: Water consumption [25 m 3 / s] H: Effective head [50 M] ηo: Overall efficiency [0. 85] Drainage capacity (required output of circulating pump KW) Required power F = K × r · Q · H / ηp · ηg × (1+
α) K = 0.163 (Kg / Kgf · M / min) r = unit weight of water (1 Kgf / L) Q = blowing water amount (m 3 / min) H = total head (m) ηp = pump efficiency ( 0.85) ηg = Gear transmission efficiency (1.0) α = Margin (0.1) Required output of circulating pump (horizontal lateral movement, head 2m, discharge water amount 75m 3 / mi
n) F = 0.163 × 1 × 3,000 × 2 / 0.85 × 1.
0 × (1 + 0.1) = 1,265.5 [KW] (per unit) Required output of drainage pump (horizontal lateral movement, head 2m, discharge water amount 25m 3 / mi)
n) F = 0.163 × 1 × 1,500 × 2 / 0.85 × 1.
0 × (1 + 0.1) = 632,7 [KW]

【0015】[0015]

【発明の効果】本発明は、水力の水圧エネルギーを利用
して発電する水力発電法において管水路の高圧方向から
低圧方向への水流の性質を利用して位置エネルギーを運
動エネルギーに変換させかつ水力発電機を駆動させて電
気エネルギーに変え、また前記水力発電方法が高圧力か
ら低圧力の方向への水流を発生させかつ該水流性質を利
用して管水路及び開水路内で水流を循環させ、更に前記
水力発電方法により得た電気エネルギーを無公害かつ無
尽蔵に確保できる構成から成る海水又は河川水の水圧を
利用した地下水力発電方法である。
According to the present invention, potential energy is converted into kinetic energy by utilizing the properties of a water flow from a high pressure direction to a low pressure direction of a pipe channel in a hydroelectric power generation method in which power is generated using hydraulic hydraulic energy. Driving the generator to convert it to electrical energy, and wherein the hydroelectric power generation method generates a water flow in a direction from high pressure to low pressure and circulates the water flow in the pipe channel and the open channel using the water flow property, Further, the present invention is a groundwater power generation method using the water pressure of seawater or river water having a configuration capable of ensuring pollution-free and inexhaustible electric energy obtained by the above-mentioned hydropower generation method.

【0016】また本発明は、海水又は河川水の水圧を利
用して成る水力発電機構において前記海水又は河川水を
水車に流水させる管水路と該管小路の流れを貯水する水
溜室と該水溜室の流れを管小路に環流かつ循環させる循
環ポンプと前記管水路内を循環する流水の圧力を利用し
て水車を作動させる水力発電構とから構成され、また前
記地下水力発電機構において管水路内に循環される流れ
を循環ポンプを介して再度海水又は河川水と混流して循
環させると共に前記地下水力発電機構において管水路内
に循環される流水の位置が海面若しくは水面下の300
m位から200m位の位置に設置される海水又は河川水
を利用した地下水力発電機構であり、また前記循環ポン
プと管水路との間に流水防止弁を設けかつ該流水防止弁
と管水路との間に油圧又は水圧による流速調整部材を付
設し、前記管水路内の流水速度を調整する地下水力発電
機構であり、更に前記管水路の上方部に海水又は河川水
を取水するゲートと水量を調整する水量調整弁とを配設
し、管水路内の水量を自動調整する地下水力発電機構で
あるから次のような効果を有する。 ア、従来の地上における水力発電機構を水面及び地下に
埋設し、海水又は河川水を利用して地下において水力の
発電を行なうことが可能となる。 イ、本発明機構によれば、従来方式で生じた課題をすべ
て解決して無公害及び安全でしかも低価格な電機エネル
ギーを無尽蔵でしかも大量豊富に確保することができ
る。 ウ、また本発明機構によれば、海水及び河川水の水面地
下の空間などを利用して水力発電設備を装設できるの
で、従来の水力発電や原子力発電などによって発生して
いた自然環境破壊や地球温暖化を未然に防止することが
できる。
The present invention also provides a water channel for flowing seawater or river water to a water turbine, a water reservoir for storing the flow of the water pipe, and a water reservoir in a hydraulic power generation mechanism using the water pressure of seawater or river water. And a hydraulic power generation system that operates a water turbine using the pressure of the flowing water circulating in the pipe waterway, and the underground hydraulic power generation mechanism includes The circulated flow is mixed and circulated again with seawater or river water via a circulation pump, and the position of the circulating water in the pipe channel in the underground hydraulic power generation mechanism is 300 or less below sea level or below water level.
It is a groundwater power generation mechanism using seawater or river water installed at a position of about 200 m to 200 m, and a water flow prevention valve is provided between the circulating pump and the pipe waterway, and the water flow prevention valve and the pipe waterway are provided. A hydraulic pressure or water pressure flow rate adjusting member is provided between the two, a groundwater power generation mechanism that adjusts the flow velocity in the pipe channel, and a gate for taking in seawater or river water above the pipe channel, and a water flow rate. A groundwater power generation mechanism is provided with a water flow control valve for adjusting the water flow and automatically adjusting the water flow in the pipe channel, and has the following effects. A. It is possible to bury a conventional hydroelectric power generation mechanism on the ground above the water surface and underground, and to generate hydroelectric power underground using seawater or river water. B) According to the mechanism of the present invention, it is possible to solve all the problems arising in the conventional system and to secure abundant and abundant and non-polluting, safe and inexpensive electric energy. (C) According to the mechanism of the present invention, hydroelectric power generation equipment can be installed using the space under the surface of seawater and river water, so that the natural environment destruction caused by conventional hydroelectric power generation or nuclear power generation can be reduced. Global warming can be prevented beforehand.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明から成る地下水力発電方法を示した原理
機構図。
FIG. 1 is a principle mechanism diagram showing a groundwater power generation method according to the present invention.

【図2】図1に示した本発明の他の実施例を示した原理
機構図。
FIG. 2 is a principle mechanism diagram showing another embodiment of the present invention shown in FIG. 1;

【図3】図2に示した本発明の他の実施例を示した機構
概要図。
FIG. 3 is a schematic diagram showing another embodiment of the present invention shown in FIG. 2;

【符号の説明】[Explanation of symbols]

1 吸水管 2 管水路 3 水車 4 水力発電機 5 水溜室 6、7 循環ポンプ 8 流速調整部材 9 流水防止弁 10 ゲート 11 水量調整弁 S 海水又は河川水 R 地下 W 流水路 DESCRIPTION OF SYMBOLS 1 Intake pipe 2 Pipe waterway 3 Turbine 4 Hydroelectric generator 5 Reservoir chamber 6, 7 Circulation pump 8 Velocity control member 9 Flow prevention valve 10 Gate 11 Water volume control valve S Sea water or river water R Underground W Flow water channel

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 水力の水圧エネルギーを利用して発電す
る水力発電法において、管水路の高圧方向から低圧方向
への水流の性質を利用して位置エネルギーを運動エネル
ギーに変換させ、かつ水力発電機を駆動させて電気エネ
ルギーに変えることを特徴とする海水又は河川水を利用
した地下水力発電方法。
1. A hydroelectric power generation method for generating electric power by using hydraulic hydraulic energy, wherein potential energy is converted into kinetic energy by utilizing a property of a water flow from a high pressure direction to a low pressure direction of a pipe channel, and a hydraulic power generator is provided. Underground water power generation method using seawater or river water, characterized in that the water is driven into electric energy.
【請求項2】 前記水力発電方法が高圧力から低圧力の
方向への水流を発生させ、かつ該水流性質を利用して管
水路及び開水路内で水流を循環させて地下発電させる請
求項1記載の海水又は河川水を利用した地下水力発電方
法。
2. The method according to claim 1, wherein the hydroelectric power generation method generates a water flow in a direction from a high pressure to a low pressure, and circulates the water flow in the pipe channel and the open channel using the water flow property to generate underground power. An underground hydroelectric power generation method using the seawater or river water described.
【請求項3】 前記水力発電方法により得た電気エネル
ギーを、無公害かつ無尽蔵に確保できる請求項1及び2
記載の海水又は河川水を利用した地下水力発電方法。
3. The electric energy obtained by the hydroelectric power generation method can be ensured without pollution and inexhaustibly.
An underground hydroelectric power generation method using the seawater or river water described.
【請求項4】 海水又は河川水の水圧を利用して成る水
力は発電機構において、前記海水又は河川水を水車に流
水させる管水路と、該管水路の流水を貯水する水溜室
と、該水溜室の流水を管水路に環流かつ循環させる循環
ポンプと、前記管水路内を循環する流水の圧力を利用し
て水車を作動させる水力発電機構と、から構成されるこ
とを特徴とする海水又は河川水を利用した地下水力発電
機構。
4. A hydropower system utilizing the water pressure of seawater or river water, wherein in a power generation mechanism, a water channel for flowing the seawater or river water to a water turbine, a water reservoir for storing water flowing in the water channel, and a water reservoir. Seawater or river characterized by comprising: a circulation pump that circulates and circulates running water of a room into a pipe channel, and a hydraulic power generation mechanism that operates a water turbine using the pressure of the flowing water circulating in the pipe channel. Underground hydroelectric generator using water.
【請求項5】 前記地下水力発電機構において、管水路
内に循環される流水を循環ポンプを介して再度海水又は
河川水と混流して循環させる請求項4記載の海水又は河
川水を利用した地下水力発電機構。
5. The groundwater using seawater or river water according to claim 4, wherein in the underground hydraulic power generation mechanism, flowing water circulated in the pipeline is mixed and circulated again with seawater or riverwater via a circulation pump. Power generation mechanism.
【請求項6】 前記地下水力発電機構において管水路内
に循環される流水の位置が、海面若しくは水面下の30
0m位から200m位の位置に設置される請求項4及び
5記載の海水又は河川水を利用した地下水力発電機構。
6. A position of flowing water circulated in a pipe channel in the underground hydroelectric power generation mechanism is set at a sea level or 30 degrees below water level.
The underground hydroelectric power generation mechanism using seawater or river water according to claim 4 or 5, which is installed at a position of about 0 m to about 200 m.
【請求項7】 前記循環ポンプと管水路との間に流水防
止弁を設けかつ該流水防止弁と管水路との間に油圧又は
水圧による流速調整部材を付設し、前記管水路内の流水
速度を調整する請求項4、5及び6記載の海水又は河川
水を利用した地下水力発電機構。
7. A water flow prevention valve is provided between the circulation pump and the pipe waterway, and a hydraulic or hydraulic pressure flow rate adjusting member is provided between the water flow prevention valve and the pipe waterway, and a flow velocity in the pipe waterway is provided. The underground hydraulic power generation mechanism using seawater or river water according to claim 4, 5 or 6, wherein
【請求項8】 前記管水路の上方部に海水又は河川水を
取水するゲートと水量を調整する水量調整弁とを配設
し、管水路内の水量を自動調整する請求項7記載の海水
又は河川水を利用した地下水力発電機構。
8. The seawater or seawater according to claim 7, wherein a gate for taking in seawater or river water and a water amount adjusting valve for adjusting the amount of water are provided above the pipe channel, and the water amount in the pipe channel is automatically adjusted. Underground hydroelectric power generation system using river water.
JP10215281A 1998-04-23 1998-07-30 Underground hydraulic power generating method utilizing sea water or river water and generating mechanism therefor Pending JP2000009015A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10215281A JP2000009015A (en) 1998-04-23 1998-07-30 Underground hydraulic power generating method utilizing sea water or river water and generating mechanism therefor

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP10-113094 1998-04-23
JP11309498 1998-04-23
JP10215281A JP2000009015A (en) 1998-04-23 1998-07-30 Underground hydraulic power generating method utilizing sea water or river water and generating mechanism therefor

Publications (1)

Publication Number Publication Date
JP2000009015A true JP2000009015A (en) 2000-01-11

Family

ID=26452114

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10215281A Pending JP2000009015A (en) 1998-04-23 1998-07-30 Underground hydraulic power generating method utilizing sea water or river water and generating mechanism therefor

Country Status (1)

Country Link
JP (1) JP2000009015A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6396162B1 (en) * 2000-10-24 2002-05-28 David Matthew Carrillo Underground hydroelectric plant
JP2006077719A (en) * 2004-09-13 2006-03-23 Teruji Yokosuka Underground stream power generating method using water pressure, compressed air and atmospheric pressure and its power generating mechanism

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6396162B1 (en) * 2000-10-24 2002-05-28 David Matthew Carrillo Underground hydroelectric plant
JP2006077719A (en) * 2004-09-13 2006-03-23 Teruji Yokosuka Underground stream power generating method using water pressure, compressed air and atmospheric pressure and its power generating mechanism
JP4599126B2 (en) * 2004-09-13 2010-12-15 照治 横須賀 Groundwater flow power generation method using water pressure, compressed air and atmospheric pressure and its power generation mechanism

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