Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6332987B2 - - Google Patents
[go: Go Back, main page]

JPS6332987B2 - - Google Patents

Info

Publication number
JPS6332987B2
JPS6332987B2 JP55046922A JP4692280A JPS6332987B2 JP S6332987 B2 JPS6332987 B2 JP S6332987B2 JP 55046922 A JP55046922 A JP 55046922A JP 4692280 A JP4692280 A JP 4692280A JP S6332987 B2 JPS6332987 B2 JP S6332987B2
Authority
JP
Japan
Prior art keywords
central pipe
floating body
wave
water surface
inner diameter
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.)
Expired
Application number
JP55046922A
Other languages
Japanese (ja)
Other versions
JPS56146074A (en
Inventor
Hideaki Izumi
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.)
Ryokuseisha KK
Original Assignee
Ryokuseisha KK
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 Ryokuseisha KK filed Critical Ryokuseisha KK
Priority to JP4692280A priority Critical patent/JPS56146074A/en
Publication of JPS56146074A publication Critical patent/JPS56146074A/en
Publication of JPS6332987B2 publication Critical patent/JPS6332987B2/ja
Granted legal-status Critical Current

Links

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)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は波エネルギを利用して発電する波力発
電装置に関する。 (従来の技術) 従来、この種の波力発電装置として、浮体にそ
の中央を貫通し下面を波の影響を受けない静水中
に開放した中央パイプを取付け、波による浮体の
上下動で中央パイプ内に生じた空気流によつて空
気タービン発電機を駆動するものが知られてい
る。この場合、発電用エネルギとして利用できる
波周期は2〜10秒で、この波周期と浮体の固有振
動周期が一致したとき(第2図T1)、又は中央パ
イプ内の水面の上下振動周期と波周期が一致した
とき(第2図T2)に大きな発電出力が得られる。 (発明が解決しようとする問題点) ところが従来の波力発電装置は第2図から明ら
かなように、波周期が浮体の固有振動周期或いは
中央パイプ内の水面の上下振動周期と少しでもず
れると発電出力が急激に低下するため、発電効率
は極めて低いものであつた。 一方、波力発電装置を電源として使用する燈浮
標は、最近高光力で視認効果が大きく、かつ音波
標識等の各種設備を搭載できる多目的なものが要
望され、その平均消費電力は200Wにもなつてい
る。 本発明の目的は、浮体の外径、中央パイプの内
径、および中央パイプの水面下の長さに関し、あ
る範囲の寸法にすることによつて、波周期に対し
て浮体の固有振動周期あるいは中央パイプ内の水
平の上下振動周期が若干ずれても発電出力の低下
を抑え、広帯域の波周期に対して高発電出力が得
られるようにして、上記問題点を解決した波力発
電装置を提供することにある。 (問題点を解決するための手段) 本発明は、上記問題点を解決するための手段と
して、波力発電装置を構成するにあたり、水平に
浮設する中空環状の浮体と、該浮体の中央部を軸
方向に延設して水没側端部を開口させた中央パイ
プと、該中央パイプの浮体側端部に配設し波によ
る前記浮体の上下動により生じた前記中央パイプ
内の空気流によつて駆動される空気タービン発電
機とを備え、しかも、前記浮体の外径と前記中央
パイプの内径との比率が自重以上の浮力を発生す
るために必要な値であり、かつ前記浮体の外径を
前記中央パイプの内径の3倍以下に設定し、さら
に前記浮体外方の水面と前記中央パイプ内の水面
とが同一高さになつた場合における前記中央パイ
プの水面から前記水没側端縁までの長さと前記中
央パイプの内径との比率が前記中央パイプの前記
浮体側下面から突出した部分により前記浮体の横
揺れを減衰させる機能を果すために必要な値であ
り、かつ前記浮体外方の水面と前記中央パイプ内
の水面とが同一高さになつた場合における前記中
央パイプの水面から前記水没側端縁までの長さを
前記中央パイプの内径の3.5倍以下に設定したも
のである。 (作用) 本発明は上記構成により、有効波周期2乃至10
秒に対する出力比(空気圧水頭/波高)は、第3
図で示すように、常に「1」以上となり、出力比
の低下が抑制されて高発電出力が得られるように
なる。 (実施例) 以下、本発明の実施例を図示説明する。 第1図および第4図で示すように、波力発電装
置の浮体1を断面が略矩形の環状体に形成し、浮
体1の中央孔部の壁面を形成する内径部の一端側
を浮体1より突出させて浮体1の軸方向に筒状に
延設し中央パイプ2を浮体1と一体的に形成す
る。中央パイプ2の浮体1より突出した側の端部
を開口させ水中に浸漬する。中央パイプ2の水没
させた端部と反対側の端部、すなわち浮体1の上
端部には空気タービン発電機3を設けた発電装置
部分を円錐台形状の空気流路4を介して配設す
る。空気流路4は浮体1側の径が大きく空気ター
ビン発電機3側の径が小さくなる形状とし、小径
側端部に筒体5を取り付け、その筒体5の上端に
空気タービン発電機3のタービン羽根6と空気案
内羽根7とを配置し、筒体5の周面の開口8に内
方へ開く吸入弁9を設ける。筒体5の上方には円
錐台形状の発電機カバー10を配設し、発電機カ
バー10の頂部中央に開閉蓋11を設け、頂部中
央部内側に管制器収納室12を形成する。開口8
には吸入弁9の外方にフイルタ13を配設し、筒
体5と発電機カバー10との間にはフイルタ14
を介装する。 浮体1の外径Dと中央パイプ2の内径dとの比
率D/dは、浮体の浮力が少なくとも自重以上の
浮力を発生できるために必要な寸法が得られる値
であり、かつ浮体1の外径Dが中央パイプ2の内
径dの3倍以下に設定する。このD/dの下限値
は理論上1.0近傍まで採り得るが、実際のブイで
は2年間位浮遊させて種々の付着物が付いたとし
ても沈まないようにするため経験的に全浮力の半
分位が自重になるように定めている。上限値は理
論計算と実験値から有効な範囲を定めるもので、
上記のD/d=3.0は後述するように波周期の広
い範囲において高出力が得られる範囲になつてい
る。 水面および浮体1の静止状態における水面から
下の中央パイプ2の長さ、すなわち浮体1の外方
の水面と中央パイプ2の内部の水面Sとが同一高
さになつた場合における中央パイプ2の内部の水
面Sから水没側端部までの中央パイプ2の長さ
(以下、中央パイプ2の有効長さという)lと、
中央パイプの内径dとの比率l/dは、中央パイ
プ2の浮体側下面から突出した部分により浮体の
横揺れを減衰させる機能を果すために必要な値で
あり、かつ中央パイプ2の有効長さlが中央パイ
プ2の内径dの3.5倍以下に設定する。このl/
dの下限値は理論上1.0近傍まで採り得るが、実
際のブイは水面Sが浮体1の下面から下方に出な
い場合が多く、しかもバランスウエイトのかわり
になつて付加するバランスウエイトを少なくする
ことができ、さらに横揺れ防止用フインの役割り
を果すために有効に作用する有効長さlが内径d
の2倍近い値に設定している。上限値はD/dと
同様に理論計算と実験値から有効な範囲として
l/d=3.5が波周期の広い範囲において高出力
が得られる範囲になつている。 円錐台形の空気流路4の寸法は中央パイプ2の
内径dを640ミリメートル(mm)とした場合、空
気タービン発電機側の細径(小さい方の径)dtを
200ミリメートル(mm)、円錐台形状の高さhを
135ミリメートル(mm)とする。 この構成により波面の上動時には中央パイプ2
内の水面S上の空間面積の増大によつて、吸入弁
9を開いて外気が吸入される。このときタービン
羽根7の間を通つて流入する外気は極めて少な
い。波面の下動時には中央パイプ2内の水面S上
の空間面積の減少によつて、パイプ内の空気は吸
入弁9を閉じ、タービン羽根6および空気案内羽
根7の間を通りフイルタ14を介してパイプ外へ
流出する。このとき空気流は空気案内羽根7に案
内されてタービン羽根6に作用し、空気タービン
発電機3を駆動して発電する。 このようにして発電した場合、第3図で示すよ
うに、有効波周期2乃至10秒に対する出力比(空
気圧水頭/波高)は常に「1」以上となり、第2
図の従来例における出力比に比較して約3倍にも
なる。また、波周期と浮体1の固有振動周期が一
致した時の出力比T1に近い波周期T=4.0秒、波
高H=30センチメートル(cm)の場合における空
気出力Laを浮体1の外径Dと中央パイプ2の内
径dとの比D/dを基準にして表わしたグラフを
第5図に、中央パイプ2の有効長さlと中央パイ
プ2の内径dとの比l/dを基準にして表わした
グラフを第6図に示す。これによりD/d3.0
およびl/d3.5で空気出力Laが高くまた変動
が緩やかで比較的安定した出力が得られる範囲で
あることが示されている。 第7図および第8図は、l/dをそれぞれ2.0
および3.5に固定し、D/dをパラメータとして
波周期Tと出力Laとの関係を表わしたグラフで
ある。ところでこの種の波力発電装置は一般に内
湾で使用されるが、内湾の波周期は平均2.7〜4.5
秒であるため、この波周期の範囲で最大の出力が
得られるように設計される。このような観点から
同図をみた場合、この設計目的が充分に達成され
ていることがわかる。 つぎに内湾における波高であるが、通常は10〜
50cmの範囲内にあり、平均は25〜30cmである。本
発明に係る波力発電装置は波高Hが10〜50cmの範
囲内の場合に大きな出力Laが得られるように設
計されている。もちろん暴風雨時は波高Hが100
cmを越える場合があり、強度上はこのような波に
対しても耐えられるよう設計されている。しかし
出力効率という観点からは、出現頻度が高い波高
10〜50cm、波周期2.7〜4.5秒を目標に設計され
る。 これらの実験結果を理論解析と比較してみると
以下のようになる。(基礎理論の詳細は、たとえ
ば防衛庁技術研究本部技報第5巻第39号昭和41年
5月、または干葉大学工学部研究報告第18巻第34
号1967年12月等を参照) まず装置が作動する時の座標に関する記号を第
7図で示すように定義し、波動がない場合の平衡
値については添字0を付け、この平衡値からの変
化分にΔを付けて表わすことにする。空気は完全
気体とみなし、温度の変化を無視し、 とおき、λを定数と仮定して、しかも σ≒M0/ζ0S1=P0/R′T′ ……(2) とする。パイプ上方の空気室内の質量収支の時間
的変化率は、 dΔM/dt=S1/R′T′(ζ0dΔP/dt+P0dΔζ/dt)…
…(3) ノズルを通る空気量は、 装置全体が上下する運動の方程式は、 W/g・d2ΔZ/dt2={Wv/g・d2(εΔh−ΔZ)/dt
2 +Kd(εΔh−ΔZ)/dt}+{Wvi/g・d2(ΔH
−ΔZ)/dt2 +Kid(ΔH−ΔZ)/dt}+C(Δh−ΔZ)+S1ΔP ……(5) 中央パイプ内における海水の運動の方程式は、 S1l0ρd2ΔH/dt2=−{Wvi/g・d2(ΔH−ΔZ)/d
t2 +Kid(ΔH−ΔZ)/dt}+S1gρ(Δh−ΔH) −S1ΔP ……(6) 中央パイプの空気出力は、 P=|1/σ・dM/dtΔP| ……(7) 空気流が全波整流された場合の平均馬力は =1/T′∫T 5λ〔ΔP(t)〕2dt ……(8) これらの方程式をコンピユータにより時間につ
いて積分すると、第10図および第11図で示す
ように各波周波数Tをパラメータとした結果が得
られ、初期の設定条件が満足されていることが裏
付けられる。 ここで上記各記号は、 P:圧力(Kg/m2) V:容積(m3) S1:中央パイプの内側断面積 T′:絶対温度(〓) M:空気の質量(KgS2/m) R′:定数(m2/S2deg) σ:空気の密度(KgS2/m4) S2:ノズルの断面積(m2) W:装置全体の重量(Kg) Wv、Wv i:外側および内側海水の仮想重量(Kg) K、Ki:外側および内側海水と装置壁との間の抵
抗係数(KgS/m) C:浮力係数(Kg/m) :海水深度による波の上下方向振幅の減衰を表
わす係数の平均値 l0:パイプの浸水長(m) ΔP:圧力差 さらに、空気流路4が浮体1と筒体5との間に
設けられた場合と設けられていない場合との比較
を表1に示す。表中の理論空気出力における比較
で空気流路4を設けたことにより約20パーセント
程度の向上が認められる。
(Industrial Application Field) The present invention relates to a wave power generation device that generates electricity using wave energy. (Prior technology) Conventionally, in this type of wave power generation device, a central pipe is attached to a floating body, passing through the center of the floating body and opening the bottom surface into still water where it is not affected by waves. It is known to drive an air turbine generator by means of an air flow generated within the generator. In this case, the wave period that can be used as energy for power generation is 2 to 10 seconds, and when this wave period and the natural vibration period of the floating body match (T 1 in Figure 2), or the vertical vibration period of the water surface in the central pipe. When the wave periods match (T 2 in Figure 2), a large power output can be obtained. (Problem to be solved by the invention) However, as is clear from Figure 2, in the conventional wave power generation device, if the wave period deviates even slightly from the natural vibration period of the floating body or the vertical vibration period of the water surface in the central pipe, The power generation efficiency was extremely low because the power generation output decreased rapidly. On the other hand, recently there has been a demand for light buoys that use wave power generation devices as a power source, and they have high optical power, great visibility, and multi-purpose ones that can be equipped with various equipment such as sonic beacons, and their average power consumption is as high as 200W. ing. An object of the present invention is to set the dimensions of the outer diameter of the floating body, the inner diameter of the central pipe, and the length of the central pipe below the water surface within a certain range, so that the natural vibration period of the floating body or the center To provide a wave power generation device that solves the above problems by suppressing a decrease in power generation output even if the horizontal vertical vibration period in a pipe is slightly shifted and obtaining high power generation output for a wide range of wave periods. There is a particular thing. (Means for Solving the Problems) As a means for solving the above problems, the present invention provides a wave power generation device that includes a horizontally floating hollow annular floating body and a central portion of the floating body. A central pipe extending in the axial direction and having an open end on the submerged side, and a central pipe disposed at the end of the central pipe on the floating body side to prevent air flow in the central pipe caused by vertical movement of the floating body due to waves. an air turbine generator driven by an air turbine generator, the ratio of the outer diameter of the floating body to the inner diameter of the central pipe is a value necessary to generate a buoyancy force greater than its own weight; The submerged edge from the water surface of the center pipe when the diameter is set to three times or less the inner diameter of the center pipe, and the water surface outside the floating body and the water surface inside the center pipe are at the same height. and the inner diameter of the central pipe is a value necessary for the portion of the central pipe protruding from the lower surface of the floating body to attenuate the rolling motion of the floating body, and The length from the water surface of the central pipe to the submerged edge is set to 3.5 times or less the inner diameter of the central pipe when the water surface of the central pipe and the water surface inside the central pipe are at the same height. . (Function) With the above configuration, the present invention has an effective wave period of 2 to 10.
The output ratio (air pressure head/wave height) to seconds is the third
As shown in the figure, it is always "1" or more, suppressing a decrease in the output ratio and achieving high power generation output. (Example) Hereinafter, an example of the present invention will be illustrated and explained. As shown in FIGS. 1 and 4, the floating body 1 of the wave power generation device is formed into an annular body with a substantially rectangular cross section, and one end side of the inner diameter part forming the wall surface of the central hole of the floating body 1 is The central pipe 2 is integrally formed with the floating body 1 by protruding further and extending in the axial direction of the floating body 1 in a cylindrical shape. The end of the central pipe 2 protruding from the floating body 1 is opened and immersed in water. At the end of the central pipe 2 opposite to the submerged end, that is, at the upper end of the floating body 1, a power generation device section including an air turbine generator 3 is arranged via a truncated cone-shaped air flow path 4. . The air flow path 4 has a shape in which the diameter on the floating body 1 side is large and the diameter on the air turbine generator 3 side is small.A cylinder 5 is attached to the end on the small diameter side, and the air turbine generator 3 is connected to the upper end of the cylinder 5. Turbine blades 6 and air guide vanes 7 are arranged, and an inlet valve 9 that opens inward is provided in an opening 8 on the circumferential surface of the cylindrical body 5. A truncated conical generator cover 10 is disposed above the cylinder 5, an opening/closing lid 11 is provided at the center of the top of the generator cover 10, and a controller storage chamber 12 is formed inside the center of the top. opening 8
A filter 13 is disposed outside the suction valve 9, and a filter 14 is disposed between the cylinder body 5 and the generator cover 10.
Interpose. The ratio D/d of the outer diameter D of the floating body 1 and the inner diameter d of the central pipe 2 is a value that provides the necessary dimension for the floating body to generate a buoyancy force that is at least greater than its own weight, and the outer diameter of the floating body 1. The diameter D is set to be three times or less the inner diameter d of the central pipe 2. The lower limit of this D/d can be close to 1.0 in theory, but in actual buoys, it has to be kept afloat for about 2 years so that it does not sink even if it gets a variety of deposits, so empirically it has to be about half of the total buoyancy. is determined to be its own weight. The upper limit determines the effective range based on theoretical calculations and experimental values.
The above D/d=3.0 is within a range where high output can be obtained over a wide range of wave periods, as will be described later. The length of the central pipe 2 below the water surface and the water surface when the floating body 1 is at rest, that is, the length of the central pipe 2 when the water surface outside the floating body 1 and the water surface S inside the central pipe 2 are at the same height. The length of the central pipe 2 from the internal water surface S to the submerged end (hereinafter referred to as the effective length of the central pipe 2) l,
The ratio l/d to the inner diameter d of the central pipe is a value necessary for the part of the central pipe 2 protruding from the lower surface of the floating body to attenuate the rolling motion of the floating body, and the effective length of the central pipe 2. The diameter l is set to be 3.5 times or less the inner diameter d of the central pipe 2. This l/
The lower limit value of d can theoretically be close to 1.0, but in actual buoys, the water surface S often does not extend downward from the bottom surface of the floating body 1, and it is necessary to reduce the balance weight added instead of the balance weight. In addition, the effective length l that effectively acts as a roll prevention fin is equal to the inner diameter d.
It is set to a value nearly twice that of . Similar to D/d, theoretical calculations and experimental values show that l/d=3.5 is an effective range in which high output can be obtained over a wide range of wave periods. The dimensions of the truncated conical air flow path 4 are as follows: If the inner diameter d of the central pipe 2 is 640 millimeters (mm), the narrow diameter (smaller diameter) dt on the air turbine generator side is
200 millimeters (mm), height h of truncated cone shape
135 millimeters (mm). With this configuration, when the wave surface moves upward, the central pipe 2
Due to the increase in the space area above the water surface S inside, the intake valve 9 is opened and outside air is sucked in. At this time, very little outside air flows in between the turbine blades 7. When the wave surface moves downward, due to the decrease in the space area above the water surface S in the central pipe 2, the air in the pipe closes the intake valve 9, passes between the turbine blades 6 and the air guide blades 7, and passes through the filter 14. It flows out of the pipe. At this time, the airflow is guided by the air guide vanes 7 and acts on the turbine blades 6, driving the air turbine generator 3 to generate electricity. When power is generated in this way, as shown in Figure 3, the output ratio (air pressure head/wave height) for an effective wave period of 2 to 10 seconds is always 1 or more, and the
The output ratio is approximately three times that of the conventional example shown in the figure. In addition, when the wave period and the natural vibration period of the floating body 1 match, the output ratio T1 is the air output La when the wave period T = 4.0 seconds and the wave height H = 30 centimeters (cm) is the outer diameter of the floating body 1. FIG. 5 shows a graph based on the ratio D/d between D and the inner diameter d of the central pipe 2, and a graph based on the ratio l/d between the effective length l of the central pipe 2 and the inner diameter d of the central pipe 2. FIG. 6 shows a graph expressed as . As a result, D/d3.0
It has been shown that at l/d3.5, the air output La is high and fluctuations are gradual, and a relatively stable output can be obtained. In Figures 7 and 8, l/d is 2.0, respectively.
and 3.5, and is a graph showing the relationship between the wave period T and the output La using D/d as a parameter. By the way, this type of wave power generation device is generally used in inner bays, and the average wave period in inner bays is 2.7 to 4.5.
Since the wave period is in seconds, the design is such that the maximum output can be obtained within this wave period range. When the figure is viewed from this perspective, it can be seen that this design purpose has been fully achieved. Next is the wave height in the inner bay, which is usually 10~
Within 50 cm, the average is 25-30 cm. The wave power generation device according to the present invention is designed so that a large output La can be obtained when the wave height H is within the range of 10 to 50 cm. Of course, during a rainstorm, the wave height H is 100.
In some cases, the waves can exceed 1 cm, and the structure is designed to withstand such waves. However, from the perspective of output efficiency, it is important to
It is designed with a target of 10 to 50 cm and a wave period of 2.7 to 4.5 seconds. A comparison of these experimental results with theoretical analysis reveals the following. (For details on the basic theory, see, for example, the Defense Agency Technical Research Headquarters Technical Report, Vol. 5, No. 39, May 1966, or the Research Report of the Faculty of Engineering, Hoiba University, Vol. 18, No. 34.
(Refer to December 1967, etc.) First, the symbols related to the coordinates when the device operates are defined as shown in Figure 7, and the equilibrium value when there is no wave is given a subscript 0, and the change from this equilibrium value is defined. Let's express it by adding Δ to the minute. Assuming that air is a perfect gas and ignoring changes in temperature, Assume that λ is a constant, and σ≒M 00 S 1 =P 0 /R′T′ ……(2). The temporal change rate of the mass balance in the air chamber above the pipe is dΔM/dt=S 1 /R′T′(ζ 0 dΔP/dt+P 0 dΔζ/dt)…
…(3) The amount of air passing through the nozzle is The equation for the movement of the entire device up and down is W/g・d 2 ΔZ/dt 2 = {W v /g・d 2 (εΔh−ΔZ)/dt
2 +Kd(εΔh−ΔZ)/dt}+{W v / i /g・d 2 (ΔH
−ΔZ)/dt 2 +Kid(ΔH−ΔZ)/dt}+C(Δh−ΔZ)+S 1 ΔP ……(5) The equation of motion of seawater in the central pipe is S 1 l 0 ρd 2 ΔH/dt 2 =-{W v / i / g・d 2 (ΔH − ΔZ) / d
t 2 +Kid(ΔH−ΔZ)/dt}+S 1 gρ(Δh−ΔH) −S 1 ΔP ……(6) The air output of the central pipe is P=|1/σ・dM/dtΔP|……(7 ) The average horsepower when the airflow is full-wave rectified is = 1/T'∫ T 5 λ [ΔP(t)] 2 dt ...(8) When these equations are integrated over time by a computer, Figure 10 is obtained. As shown in FIG. 11, results are obtained using each wave frequency T as a parameter, confirming that the initial setting conditions are satisfied. Here, each symbol above is as follows: P: Pressure (Kg/m 2 ) V: Volume (m 3 ) S 1 : Internal cross-sectional area of the central pipe T': Absolute temperature (〓) M: Mass of air (KgS 2 /m ) R′: Constant (m 2 /S 2 deg) σ: Density of air (KgS 2 /m 4 ) S 2 : Cross-sectional area of nozzle (m 2 ) W: Weight of entire device (Kg) W v , W v i : Virtual weight of outer and inner seawater (Kg) K, K i : Resistance coefficient between outer and inner seawater and equipment wall (KgS/m) C: Buoyancy coefficient (Kg/m): Wave resistance due to seawater depth Average value of the coefficient representing the attenuation of the amplitude in the vertical direction l 0 : Submerged length of pipe (m) ΔP : Pressure difference Further, the case where the air flow path 4 is provided between the floating body 1 and the cylindrical body 5 and the case where it is provided Table 1 shows a comparison with the case without. In the comparison of the theoretical air output in the table, an improvement of about 20% is recognized by providing the air flow path 4.

【表】 このように本実施例は波周期を広帯域に利用で
きる寸法比になるように、浮体1の外径、中央パ
イプ2の内径と中央パイプ2の有効長さを決めた
から、広帯域の波周期を急激な出力比の低下を起
こさせずに有効に発電に利用できるようになり発
電効率が向上する。又中央パイプ内に生じた空気
流を有効にタービン羽根に作用させるために空気
流路4を設けたことから、上記の構成と相俟つて
発電効率が更に向上する。 (発明の効果) 以上のように、本発明では、波力発電装置の浮
体の外径と浮体の中央部を軸方向に延設させた中
央パイプの内径との比を1.8乃至3.0に設定し、か
つ中央パイプの有効長さと中央パイプの内径との
比を1.8乃至3.5に設定することによつて、有効波
周期2乃至10秒における出力比の低下が抑制され
て高発電出力が維持できるようになり、広帯域の
波周期を有効に発電に利用でき、発電効率が向上
する。
[Table] In this way, in this embodiment, the outer diameter of the floating body 1, the inner diameter of the central pipe 2, and the effective length of the central pipe 2 are determined so as to have a size ratio that allows the wave period to be used over a wide range. The cycle can be used effectively for power generation without causing a sudden drop in the output ratio, improving power generation efficiency. Furthermore, since the air flow path 4 is provided to allow the air flow generated in the central pipe to effectively act on the turbine blades, the power generation efficiency is further improved in conjunction with the above configuration. (Effects of the Invention) As described above, in the present invention, the ratio between the outer diameter of the floating body of the wave power generation device and the inner diameter of the central pipe extending in the axial direction from the center part of the floating body is set to 1.8 to 3.0. , and by setting the ratio of the effective length of the central pipe to the inner diameter of the central pipe to 1.8 to 3.5, the decrease in the output ratio in the effective wave period of 2 to 10 seconds can be suppressed and high power generation output can be maintained. As a result, a wide range of wave cycles can be effectively used for power generation, improving power generation efficiency.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明波力発電装置の浮体部の1部を
切欠いた正面図、第2図は従来の波力発電装置の
波周期対発電出力の特性図、第3図は本発明波力
発電装置の波周期対発電出力の特性図、第4図は
本発明波力発電装置の発電機部の一部切欠き正面
図、第5図は空気出力を縦軸に浮体の外径Dと中
央パイプの内径dとの比D/dを横軸にして出力
曲線を示すグラフ、第6図は空気出力を縦軸に中
央パイプの有効長さlと中央パイプの内径dとの
比l/dを横軸にして出力曲線を示すグラフであ
る。第7図および第8図はD/dをパラメータと
する波周期と出力との関係を示すグラフ、第9図
は波力発電装置の理論解析の基礎をなす各部記号
の説明図、第10図は第5図に対応させる理論解
析結果を示すグラフ、第11図は第6図に対応さ
せる理論解析結果を示すグラフ。 1は浮体、2は中央パイプ、3は空気タービン
発電機、4は空気流路、5は筒体、6はタービン
羽根、7は空気案内羽根、8は開口、9は吸入
弁、Dは浮体の外径、dは中央パイプの内径、l
は中央パイプの有効長さ。
Fig. 1 is a partially cutaway front view of the floating body of the wave power generation device of the present invention, Fig. 2 is a characteristic diagram of the wave period versus power generation output of the conventional wave power generation device, and Fig. 3 is the wave power generation device of the present invention. A characteristic diagram of the wave period versus power generation output of the power generation device. Fig. 4 is a partially cutaway front view of the generator section of the wave power generation device of the present invention. Fig. 5 shows the relationship between the outer diameter D of the floating body and the air output on the vertical axis. A graph showing the output curve with the horizontal axis representing the ratio D/d to the inner diameter d of the central pipe. Figure 6 shows the ratio l/d of the effective length l of the central pipe to the inner diameter d of the central pipe, with the vertical axis representing the air output. It is a graph showing an output curve with d as the horizontal axis. Figures 7 and 8 are graphs showing the relationship between wave period and output using D/d as a parameter, Figure 9 is an explanatory diagram of the symbols of each part forming the basis of theoretical analysis of wave power generation equipment, and Figure 10. is a graph showing the theoretical analysis results corresponding to FIG. 5, and FIG. 11 is a graph showing the theoretical analysis results corresponding to FIG. 1 is a floating body, 2 is a central pipe, 3 is an air turbine generator, 4 is an air flow path, 5 is a cylindrical body, 6 is a turbine blade, 7 is an air guide vane, 8 is an opening, 9 is an intake valve, D is a floating body , d is the inner diameter of the central pipe, l
is the effective length of the central pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 水平に浮設する中空環状の浮体と、該浮体の
中央部を軸方向に延設して水没側端部を開口させ
た中央パイプと、該中央パイプの浮体側端部に配
設し波による前記浮体の上下動により生じた前記
中央パイプ内の空気流によつて駆動される空気タ
ービン発電機とを備え、波周期が2.7〜4.5秒で波
高が10〜50cmの場合において、前記浮体の外径と
前記中央パイプの内径との比率が自重以上の浮力
を発生するために必要な値であり、かつ前記浮体
の外径を前記中央パイプの内径の1.8〜3倍以下
に設定し、さらに前記浮体外方の水面と前記中央
パイプ内の水面とが同一高さになつた場合におけ
る前記中央パイプの水面から前記水没側端縁まで
の長さと前記中央パイプの内径との比率が前記中
央パイプの前記浮体側下面から突出した部分によ
り前記浮体の横揺れを減衰させる機能を果すため
に必要な値であり、かつ前記浮体外方の水面と前
記中央パイプ内の水面とが同一高さになつた場合
における前記中央パイプの水面から前記水没側端
縁までの長さを前記中央パイプの内径の1.8〜3.5
倍以下に設定したことを特徴とする波力発電装
置。
1. A hollow annular floating body floating horizontally, a central pipe extending in the axial direction from the center of the floating body and having an open end on the submerged side, and a wave-shaped floating body disposed at the end of the central pipe on the floating body side. an air turbine generator driven by the air flow in the central pipe generated by the vertical movement of the floating body, and when the wave period is 2.7 to 4.5 seconds and the wave height is 10 to 50 cm, the floating body The ratio of the outer diameter to the inner diameter of the central pipe is a value necessary to generate buoyancy greater than its own weight, and the outer diameter of the floating body is set to 1.8 to 3 times the inner diameter of the central pipe, and When the water surface outside the floating body and the water surface inside the central pipe are at the same height, the ratio between the length of the central pipe from the water surface to the submerged edge and the inner diameter of the central pipe is the central pipe. This value is necessary for the portion of the floating body protruding from the lower surface of the floating body to attenuate the rolling motion of the floating body, and that the water surface outside the floating body and the water surface inside the central pipe are at the same height. In this case, the length from the water surface of the central pipe to the submerged edge is 1.8 to 3.5 of the inner diameter of the central pipe.
A wave power generation device characterized by being set to less than double the power.
JP4692280A 1980-04-11 1980-04-11 Float for wave electric power generating apparatus Granted JPS56146074A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4692280A JPS56146074A (en) 1980-04-11 1980-04-11 Float for wave electric power generating apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4692280A JPS56146074A (en) 1980-04-11 1980-04-11 Float for wave electric power generating apparatus

Publications (2)

Publication Number Publication Date
JPS56146074A JPS56146074A (en) 1981-11-13
JPS6332987B2 true JPS6332987B2 (en) 1988-07-04

Family

ID=12760816

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4692280A Granted JPS56146074A (en) 1980-04-11 1980-04-11 Float for wave electric power generating apparatus

Country Status (1)

Country Link
JP (1) JPS56146074A (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MD3542G2 (en) * 2005-05-16 2008-10-31 Технический университет Молдовы Plant for wave power conversion (variants)
MD3543G2 (en) * 2005-06-06 2008-10-31 Технический университет Молдовы Plant for wave power conversion (variants)
GB2510928B (en) * 2013-07-05 2015-09-09 William Dick A wave energy converter
CN107781098B (en) * 2017-11-28 2023-03-24 天津大学 Submerged floating compression type wave energy power generation device
US11156201B2 (en) * 2018-05-17 2021-10-26 Lone Gull Holdings, Ltd. Inertial pneumatic wave energy device
WO2021129657A1 (en) * 2019-12-23 2021-07-01 杭州巨浪能源科技有限公司 Air turbine and power generation device
CN111005837B (en) * 2019-12-23 2026-02-03 杭州巨浪能源科技有限公司 Air turbine and power generation device
CN111878295B (en) * 2020-06-18 2021-11-12 张贵清 Navigation mark for inshore based on wave energy power generation

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3064137A (en) * 1960-05-11 1962-11-13 Thiokol Chemical Corp Power generator actuated by wave motion

Also Published As

Publication number Publication date
JPS56146074A (en) 1981-11-13

Similar Documents

Publication Publication Date Title
US7470087B2 (en) Wave-dissipating block
JP4444279B2 (en) production equipment
US4594853A (en) Wave powered generator
AU2008361028B2 (en) Device for conversion of wave energy
JPH0151673B2 (en)
JPS6211188B2 (en)
US4858434A (en) Wave-activated power generator
CN115013249B (en) A floating wind turbine with intelligent tuned multi-liquid column damper system
JPS6332987B2 (en)
US20080238102A1 (en) Configurations and Methods for Wave Energy Extraction
KR101800494B1 (en) Apparatus and system for converting wave energy based on oscillating water column type
KR20190101959A (en) Apparatus and method for extracting energy from a fluid
CN114809765A (en) Liquid level adjustable tuning liquid column damper and tower barrel
CN104500325A (en) Sea wave power generation set
KR20220128441A (en) Fish tank with vertical axis and internal buoyancy ballast tank
GB2445945A (en) Wave dissipating block with turbine generator assembly
CN113243326A (en) Floating and submerging type fishing and electricity integrated equipment
CN112790130A (en) Anti-swing building hanging basket for high-altitude operation
KR101492768B1 (en) Floating wave power generation device using the cross flow turbine
CN216205425U (en) Self-adaptive vacuum water replenishing device
JP4958403B2 (en) Wave power generation method
JPS605790B2 (en) Wave energy conversion device using liquid turbine
CN216044147U (en) Single-column floating type offshore comprehensive power device
JPH0436650B2 (en)
JP2000002173A (en) Wave force pumping installation