WO2016023328A1 - 双收缩波道发电防波堤 - Google Patents

双收缩波道发电防波堤 Download PDF

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WO2016023328A1
WO2016023328A1 PCT/CN2015/000468 CN2015000468W WO2016023328A1 WO 2016023328 A1 WO2016023328 A1 WO 2016023328A1 CN 2015000468 W CN2015000468 W CN 2015000468W WO 2016023328 A1 WO2016023328 A1 WO 2016023328A1
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power generation
cylinder
contraction channel
channel
double
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PCT/CN2015/000468
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English (en)
French (fr)
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陈文彬
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陈文彬
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03B—MACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/12—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
    • F03B13/14—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
    • 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
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
    • 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
    • Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient
    • 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
    • Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
    • Y02P70/50—Manufacturing or production processes characterised by the final manufactured product

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  • the invention relates to a power generation device using wave energy, in particular to a double-shrinkage wave power generation breakwater with high efficiency, strong wind wave resistance and low cost.
  • the wave power generation device has the following problems in practical applications: the platform is fixed by piles, or a floating body larger than the wavelength is manufactured, for example, a turbine type wave power generation device of ZL201220106154.5 disclosed on October 03, 2012,
  • the characteristic of the device is that it can only use the original wave height, and take the wave energy of 0 to 1 times the wave height, and can not take the wave energy of 1 to 4 times the wave height, that is, the wave cannot be amplified and then used.
  • the present invention aims to provide a wave energy power generation device which has high efficiency, strong wind wave resistance, especially in the face of small waves, and which is also very low in cost.
  • the offshore platform is fixed with piles, and the turbine installed on the platform can only use 0 to 1 times the wave height, which is the reason for the inefficiency.
  • the present invention solves this problem.
  • the wave is amplified by several times.
  • the wave energy changes geometrically with the wave height, the turbine or the floating body. The wave energy obtained on this basis will be very high and the efficiency will be greatly improved.
  • a trumpet-shaped waterway is called a contraction channel, which has the effect of amplifying waves, which can increase the wave height several times.
  • Fig. 2 we use two vertical plates 101 to make an artificial contraction channel, and the wave advances in the direction indicated by the arrow 9, and the enlarged wave is obtained inside the tube 4; in order to make the enlarged wave completely enter the tube
  • the horizontal plate 102 is installed, so that the contraction channel 1 becomes a true square horn, and when connected to the cylinder 4, an approximately U-shaped structure is formed.
  • the U-shaped structure is a siphon device, and the amplified wave at the contraction channel 1 is substantially conducted into the barrel 4, and is fully utilized by the turbine power generation system 5 or the floating power generation system 6. If there is no horizontal plate 102, many of the enlarged waves will hit the wall outside the tube 4, and the work cannot be done in the tube 4, and the energy is wasted.
  • the turbine power generation equipment system 5 or the floating body power generation equipment system 6 obtains a water head of several times the wave height, which greatly increases the water energy of the work.
  • Figure 1 is a three-view view of the overall structure of the present invention.
  • Figure 2 is a schematic view of the lower contraction channel.
  • Figure 3 is a schematic view of the upper contraction channel.
  • Figure 4 is a schematic view of a small reservoir.
  • Figure 5 is a positional view of the cartridge.
  • Figure 6 is a schematic diagram of a hydro turbine power plant system.
  • Figure 7 is a schematic diagram of a system of a floating body power plant.
  • the present embodiment is composed of a lower contraction channel system 1, an upper contraction channel system 2, a small reservoir system 3, a cylinder 4, and a hydro turbine power generation equipment system 5;
  • the lower contraction channel system 1 includes: a riser 101, a horizontal plate 102, and a bottom plate 103.
  • the four plates form a trumpet-shaped water channel; the length 110 of the vertical plate 101 is counted from the front outer edge of the cylinder 4 at 3 -50 meters, the shape may be a straight plate, a curved plate, a polygonal plate; the length 102 of the horizontal plate 102 is 2-50 meters, and the shape may be a straight plate, a curved plate, a polygonal plate.
  • the upper contraction channel system 2 includes two upper vertical plates 201 and one upper bottom plate 202.
  • the upper bottom plate 202 is connected to the upper edge of the small reservoir, and the other end is connected to the upper edge of the horizontal plate 102.
  • the small reservoir system 3 includes a bottom plate 301 and a shroud 302. One upper edge is connected to the upper contraction channel 2, and the lower bottom plate 301 has an opening communicating with the cylinder 4.
  • the cylinder 4 is a hollow tube which communicates with the lower contraction channel 1 and communicates with the bottom plate 301 of the small reservoir system 3.
  • a turbine power plant system 5 is installed in the cylinder 4.
  • the hydro turbine power plant system 5 includes a bidirectional rotary turbine 501, a shaft 502, a rotational direction adjuster 503, and a generator 504; and a bidirectional rotary turbine 501 is mounted below the cylinder 4.
  • the wave height inside the contraction channel increases by many times. Since the tube 4 communicates with the lower contraction channel 1, a U-shaped siphon device is actually formed, which is increased. The peak will be reflected in the cylinder 4; when the contraction channel 1 is in the trough, the intersection of the bottom plate 103 and the cylinder 4 is an arc 104. As shown in Fig. 2, the water in the cylinder 4 will rapidly fall under the action of gravity. Thus, a varying head is formed in the cylinder 4; this changed head will push the two-way rotating turbine 501 to rotate counterclockwise. As shown in Fig. 6, the torque in the forward and reverse directions is transmitted to the rotational direction adjuster 503 via the shaft 502. It will become a uniform speed unidirectional, and then transmitted from the shaft to the generator 504, the generator 504 can send stable power.
  • the present embodiment is composed of a lower contraction channel system 1, an upper contraction channel system 2, a small reservoir system 3, a cylinder 4, and a floating body power generation equipment system 6;
  • the lower contraction channel system 1 includes: a riser 101, a horizontal plate 102, and a bottom plate 103.
  • the four plates form a trumpet-shaped water channel; the length 110 of the vertical plate 101 is counted from the front outer edge of the cylinder 4 at 3 -50 meters, the shape may be a straight plate, a curved plate, a polygonal plate; the length 102 of the horizontal plate 102 is 2-50 meters, and the shape may be a straight plate, a curved plate, a polygonal plate.
  • the upper contraction channel system 2 includes two upper vertical plates 201 and one upper bottom plate 202.
  • the upper bottom plate 202 is connected to the upper edge of the small reservoir, and the other end is connected to the upper edge of the horizontal plate 102.
  • the small reservoir system 3 includes a bottom plate 301 and a shroud 302. One upper edge is connected to the upper contraction channel 2, and the lower bottom plate 301 has an opening communicating with the cylinder 4.
  • the cylinder 4 is a hollow tube which communicates with the lower contraction channel 1 and communicates with the bottom plate 301 of the small reservoir system 3.
  • a floating body power plant system 6 is installed in the drum 4.
  • the floating body power plant system 6 includes a floating body 601, a rack 602, a torque direction converter 603, and a generator 604; the lower stroke position of the floating body 601 in the cylinder 4 is 600, and the upper stroke position is 601.
  • the shape of the floating body may be cylindrical, polygonal cylindrical, circular, oblate, or the like.
  • the present invention is not limited to the above specific embodiments or embodiments, and any means for obtaining water energy of several times the wave height in the cylinder 4 by using the principle of the contraction channel falls within the protection scope of the present invention.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

一种双收缩波道发电防波堤，包括下收缩波道系统(1)、上收缩波道系统(2)、小水库系统(3)、筒(4)、水轮机发电设备系统(5)、浮体发电设备系统(6)。下收缩波道系统(1)由竖板(101)、横板(102)、底板(103)组成；上收缩波道系统(2)由上竖板(201)、上底板(202)组成；上收缩波道系统(2)的一头与下收缩波道系统(1)入口的上缘连接，另一头与小水库系统(3)的一边上缘连接；小水库系统(3)的一边上缘与上收缩波道系统(2)连接，下面的开口连通筒(4)；筒(4)的下面与下收缩波道系统(1)连通，上面与小水库系统(3)连通；水轮机发电设备系统(5)或浮体发电设备系统(6)安装在筒(4)内。

Description

双收缩波道发电防波堤 技术领域
本发明涉及利用波浪能的发电设备，特别涉及一种兼具高效率、具有强抗风浪能力、低成本的双收缩波道发电防波堤。
技术背景
目前波浪发电装置在实际应用中存在以下问题：平台用桩固定，或者制造一个大于波长很多倍的浮体，例如2012年10月03日公开的ZL201220106154.5的一种水轮机式海浪发电设备，这种装置的特点是只能利用原来的波高，攫取0～1倍波高的浪能，不能攫取1～4倍波高的浪能，即不能把波浪放大后再利用。
目前这种应用方式，在小浪时效果不明显，发电效率不高。而中国沿海的平均波高只有1米，所以，其经济价值不大。
未来波浪能发电的发展趋势是：研制效率高、具有强抗风浪能力、低建造成本的波浪能发电装置。只有效率高、具有很强的抗风浪能力，才能充分利用浪能，适应恶劣的海况，同时保障发电设备不被大风浪损毁；设计简单，才能低成本，才具有商业利用价值。
发明内容
本发明旨在提供一种兼具高效率、具有强抗风浪能力、特别是面对小波浪照样可以工作，而且成本还非常低的波浪能发电设备。用桩固定海上平台，安装于平台上的水轮机，只能利用0～1倍的波高，这是效率不高的原因。本发明解决了这个问题，利用2块混凝土板101围成收缩波道1，就会使波浪放大数倍，根据P＝h2T公式，波浪能量会随波高成几何级数变化，水轮机或浮体在此基础上获得的波浪能就会非常高，就能大幅度提高效率。
本发明的工作原理：
在自然界，呈喇叭状的水道被称为收缩波道，具有放大波浪的作用，可以使波高增加数倍。现在，如图2，我们用两块竖板101做成人造收缩波道，波浪按箭头9所示方向前进，在筒4处里边就会获得被放大的波浪；为使放大的波浪完全进入筒4内，安装了横板102，这样，收缩波道1就变成了真正的四方形喇叭，与筒4相连就会形成近似U型的结构。U型结构是一种虹吸装置，在收缩波道1获放大的波浪，就基本上传导到筒4内，被水轮机发电设备系统5或浮体发电设备系统6充分利用。如果没有横板102，被放大波浪中很多的部分就会撞到筒4外面的壁上，就不能进入筒4内做功，能量被白白浪费了。
当涨潮或者波浪较大时，不能被下收缩波道1完全容纳的富余波浪，如图3所示，就会朝上收缩波道2前进，进入小水库3处，如图4所示，小水库3的水因重力就会进入筒4内参与做功过程。
本发明具有的有益效果：
1、利用收缩波道原理，使水轮机发电设备系统5或浮体发电设备系统6获得数倍波高的水头，大大增加了做功的水能。
2、中国的沿海平均波高只有1米，如能让设备在此基础上攫取数倍波高的浪能，就会大大增加商业使用波浪发电的可行性，使中国商业波浪发电成为可能；否则，波浪发电只能停留在科研领域。
3、把一般混凝土防波堤建设成本专利的样子并排，就是很好的防波堤，这样能使传统的防波堤不再是不直接创造经济效益的投资。
附图说明
图1是本发明整体结构的三视图。
图2是下收缩波道示意图。
图3是上收缩波道示意图。
图4是小水库示意图。
图5是筒的位置图。
图6是水轮机发电设备系统示意图。
图7是浮体发电设备系统示意图。
具体实施方式
下面结合附图和实施例对本发明作进一步说明。
实施案例1：
如图1、图6所示，本实施例由下收缩波道系统1、上收缩波道系统2、小水库系统3、筒4、水轮机发电设备系统5组成；
如图2，下收缩波道系统1包括：竖板101、横板102、底板103，4块版围成一个喇叭状的水道；竖版101的长度110从筒4前外缘算起在3-50米，其形状可以是直板、弯板、多边形板；横版102的长度112在2-50米，其形状可以是直板、弯板、多边形板。
如图3，上收缩波道系统2包括：2块上竖板201、1块上底板202，上底板202上头与小水库的上缘连接，另一头下接下横版102的出口上缘。
如图4，小水库系统3包括：底板301、围板302，一边上缘与上收缩波道2连接，下面底板301的开口连通筒4。
如图5，筒4是中空的管子，下面与下收缩波道1连通，上面与小水库系统3的底板301连通。筒4内安装水轮机发电设备系统5。
如图6，水轮机发电设备系统5包括：双向转动水轮机501，轴502，转动方向调整器503，发电机504；双向转动水轮机501安装于筒4内的下方。
如图1，当波浪9的波峰进入下收缩波道1后，收缩波道里边的波高会增加许多倍，由于筒4与下收缩波道1连通，实际上形成一个U型虹吸装置，增高的波峰会在筒4内获得体现；当下收缩波道1处于波谷时，底板103与筒4的交汇处是个弧形104，如图2，筒4内的水在重力的作用下，会迅速下跌，这样在筒4内就会形成变化的水头；这个变化的水头就会推动双向转动水轮机501顺逆时针转动，如图6，正反方向的力矩经轴502传导到转动方向调整器503调整后，就会变成匀速单向，再由轴传到发电机504，发电机504就能发出稳定的电力。
潮汐有低潮和高潮，当高潮或波浪较大时，水位较高，这样下收缩波道1会容纳不下所有水，富余的水就会沿上收缩波道2往小水库3窜，小水库3就会接纳这些富余的水，经筒4往下流，推动水轮机发电设备5做功发电。
实施案例2：
如图1、图7所示，本实施例由下收缩波道系统1、上收缩波道系统2、小水库系统3、筒4、浮体发电设备系统6组成；
如图2，下收缩波道系统1包括：竖板101、横板102、底板103，4块版围成一个喇叭状的水道；竖版101的长度110从筒4前外缘算起在3-50米，其形状可以是直板、弯板、多边形板；横版102的长度112在2-50米，其形状可以是直板、弯板、多边形板。
如图3，上收缩波道系统2包括：2块上竖板201、1块上底板202，上底板202上头与小水库的上缘连接，另一头下接下横版102的出口上缘。
如图4，小水库系统3包括：底板301、围板302，一边上缘与上收缩波道2连接，下面底板301的开口连通筒4。
如图5，筒4是中空的管子，下面与下收缩波道1连通，上面与小水库系统3的底板301连通。筒4内安装浮体发电设备系统6。
如图7，浮体发电设备系统6包括：浮体601，齿条602，力矩方向转换器603，发电机604；浮体601在筒4内的下行程位置在600处，上行程位置在601处。浮体的形状可以是圆柱形、多边柱形、圆形、扁圆形等。
如图1，当波浪9的波峰进入下收缩波道1后，收缩波道里边的波高会增加许多倍， 由于筒4与下收缩波道1连通，实际上形成一个U型虹吸装置，增高的波峰会在筒4内获得体现；当下收缩波道1处于波谷时，底板103与筒4的交汇处是个弧形104，如图2，筒4内的水在重力的作用下，会迅速下跌，这样在筒4内就会形成变化的水头；这个变化的水头就会带动浮于水面的浮体601做上下运动，从而带动齿条602上下运动，齿条602的上下运动经过力矩方向转换器603就会变成匀速单向的轴旋转运动，从而带动发电机604旋转产生稳定电力。
潮汐有低潮和高潮，当高潮或波浪较大时，水位较高，这样下收缩波道1会容纳不下所有水，富余的水就会沿上收缩波道2往小水库3窜，小水库3就会接纳这些富余的水，经筒4往下流，从浮体601与筒4的间隙，经下收缩波道1流回大海。
本发明不局限于上述具体的实施例或实施方式，只要利用收缩波道原理，使筒4内获得数倍波高的水能的装置，均落入本发明的保护范围之中。
上面结合附图对本发明优选的具体实施方式和实施例作了详细说明，但是本发明并不限于上述实施方式和实施例，在本领域技术人员所具备的知识范围内，还可以在不脱离本发明构思的前题做出各种变化。

Claims (8)

  1. 一种双收缩波道发电防波堤，包括下收缩波道系统(1)、上收缩波道系统(2)、小水库系统(3)、筒(4)、水轮机发电设备系统(5)、浮体发电设备系统(6)；其特征在于：
    下收缩波道系统(1)由竖板(101)、横板(102)、底板(103)组成；
    上收缩波道系统(2)由上竖板(201)、上底板(202)组成；上收缩波道(2)的一头与下收缩波道(1)入口的上缘连接，另一头与小水库系统(3)的一边上缘连接；
    小水库系统(3)的一边上缘与上收缩波道(2)连接，下面的开口连通筒(4)；
    筒(4)的下面与下收缩波道系统(1)连通，上面与小水库系统(3)连通；
    水轮机发电设备系统(5)或浮体发电设备系统(6)安装在筒(4)内。
  2. 根据权利要求1所述的双收缩波道发电防波堤，其特征在于：下收缩波道系统(1)的竖板(101)的长度(110)从筒(4)前外缘算起在3～50米长。
  3. 根据权利要求1所述的双收缩波道发电防波堤，其特征在于：下收缩波道系统(1)横板(102)的长度(112)在2～50米长。
  4. 根据权利要求1所述的双收缩波道发电防波堤，其特征在于：上收缩波道系统(2)的上底板(202)上头与小水库的上缘连接，另一头下接下横版(102)的出口上缘。
  5. 根据权利要求1所述的双收缩波道发电防波堤，其特征在于：小水库系统(3)的一边上缘与上收缩波道(2)连接，下面底板(301)的开口连通筒(4)。
  6. 根据权利要求1所述的双收缩波道发电防波堤，其特征在于：筒(4)的下面与下收缩波道系统(1)连通，上面与小水库系统(3)的底板(301)连通。
  7. 根据权利要求1所述的双收缩波道发电防波堤，其特征在于：筒(4)内安装水轮机发电设备系统(5)。
  8. 根据权利要求1所述的双收缩波道发电防波堤，其特征在于：筒(4)内安装浮体发电设备系统(6)。
PCT/CN2015/000468 2014-08-15 2015-06-29 双收缩波道发电防波堤 WO2016023328A1 (zh)

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CN105332358B (zh) * 2014-08-15 2019-01-25 陈文彬 双收缩波道发电防波堤
CN204401553U (zh) * 2014-08-15 2015-06-17 陈文彬 双收缩波道发电防波堤
CN105781861A (zh) * 2016-03-17 2016-07-20 中国海洋大学 一种波流转换发电装置、发电站

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