JP2001172949A - Energy dissipating and sound absorbing device for force of current - Google Patents

Energy dissipating and sound absorbing device for force of current

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Publication number
JP2001172949A
JP2001172949A JP35646299A JP35646299A JP2001172949A JP 2001172949 A JP2001172949 A JP 2001172949A JP 35646299 A JP35646299 A JP 35646299A JP 35646299 A JP35646299 A JP 35646299A JP 2001172949 A JP2001172949 A JP 2001172949A
Authority
JP
Japan
Prior art keywords
flow
channel
narrow
water
sectional area
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.)
Granted
Application number
JP35646299A
Other languages
Japanese (ja)
Other versions
JP3356746B2 (en
Inventor
Yukiyoshi Ito
征義 伊藤
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Individual
Original Assignee
Individual
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Filing date
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Application filed by Individual filed Critical Individual
Priority to JP35646299A priority Critical patent/JP3356746B2/en
Publication of JP2001172949A publication Critical patent/JP2001172949A/en
Application granted granted Critical
Publication of JP3356746B2 publication Critical patent/JP3356746B2/en
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Expired - Fee Related 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
    • Y02E10/20Hydro energy

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  • Pipe Accessories (AREA)
  • Details Of Valves (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an energy dissipating and sound absorbing device for the force of a current capable of accomplishing energy dissipation with variations in slow speed and obtaining the effect of sound absorption as required. SOLUTION: An assembled channel 112 of a plurality of small channels 117 having a cross sectional area smaller than that of a channel 111 is provided to the channel 111 required for energy dissipation, and as the high water level, required energy dissipation can be obtained by combining the size of roughness coefficient of the channel 117, total cross sectional area of the assembled channel 112, channel extension and other conditions and, at the same time, the occurrence of sound or vibration caused by a turbulent flow with the sudden energy dissipation can be reduced to the minimum by making flowing water in the assembled channel 112 run off into a fluid.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、流勢を減勢し、減
勢に伴う騒音や振動を低減させるための流勢の減勢消音
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a demagnetization muffling device for a flow to reduce the flow and to reduce noise and vibration caused by the flow.

【0002】[0002]

【従来の技術】管路流における流勢の減勢を行う場合
に、選択されるのは弁構造方式のものである。これは、
流路に絞り機構を配置して損失水頭を発生させる方式で
あり、減勢に伴う弁体のキャビテーション対策に種々の
工夫を加えた、多種多様な構造を持つ弁体がある。しか
し、どの弁体構造を持ったものも非常に高価である。し
かも減勢の目的は達せられるものの、減勢に伴う騒音や
振動が大きい。であるにも拘らず、騒音や振動の発生防
止のために有効な抜本的対策は施されておらず、もっぱ
ら発生音源を覆って遮音する程度に止まっている。
2. Description of the Related Art In order to reduce the flow force in a pipeline flow, a valve structure type is selected. this is,
This is a method in which a restricting mechanism is arranged in a flow path to generate a head loss, and there are valve bodies having various structures in which various measures are taken to prevent cavitation of the valve body due to deenergization. However, those having any valve structure are very expensive. Moreover, although the purpose of energy reduction can be achieved, noise and vibration accompanying the energy reduction are large. Nevertheless, no effective drastic measures have been taken to prevent the generation of noise and vibration, and the sound source is only covered to cover the generated sound source.

【0003】一方、開水路の傾斜水流または落下水流に
おいて流勢の減勢を行う場合には、減勢工と称される、
種々の形状を有する抵抗体を流路に設置し水流を衝突さ
せる方法がとられる。これは水流の衝突に伴う攪乱によ
り流勢を減勢するもので、減勢という目的は達成される
が、しかし、やはり乱流騒音や振動の抑制に対して有効
な対策となる機構は組み込まれていない。つまり、遮音
について前記と同様の設備が施される程度であることに
変わりはない。
[0003] On the other hand, when the power is reduced in the inclined water flow or the falling water flow of the open channel, it is referred to as a power reducer.
There is a method in which resistors having various shapes are provided in a flow path and a water stream is caused to collide. This is to reduce the flow force by the disturbance caused by the collision of the water flow, and the purpose of the reduction is achieved, but a mechanism that is an effective countermeasure against turbulence noise and vibration is also incorporated. Not. In other words, there is no change in sound insulation to the extent that the same equipment as described above is provided.

【0004】このように、従来の減勢手段、方法では水
流に急激な速度変動を伴う乱流状態を作り出すことにな
るため、騒音や振動などの低減については有効な手立て
を講ずることが困難である。
[0004] As described above, the conventional deenergizing means and method creates a turbulent state with a sudden change in the speed of the water flow, so that it is difficult to take effective measures to reduce noise and vibration. is there.

【0005】[0005]

【発明が解決しようとする課題】本発明は前記の実情に
基づいてなされたものであり、その課題は、急激な速度
変動を伴う乱流状態による減勢という従来の発想を転換
し、緩やかな速度変動を伴う減勢を達成しながら消音効
果をも併せて得ることができる流勢の減勢消音装置を提
供することにある。
SUMMARY OF THE INVENTION The present invention has been made on the basis of the above-mentioned circumstances, and its object is to change the conventional idea of energy dissipation due to a turbulent state accompanied by a sudden speed change, and to provide a gradual change. It is an object of the present invention to provide a power flow demagnetization muffler capable of achieving a noise reduction effect while achieving power reduction with speed fluctuation.

【0006】[0006]

【課題を解決するための手段】前記の課題を解決するた
め本発明は、流路の横断面積よりも小さい横断面積を有
する、複数の細流路から成る集合流路を減勢を必要とす
る流路に設置し、満流とし、細流路の粗度係数の大きさ
及び集合流路の総断面積、流路延長その他の条件の組み
合わせにより、必要な減勢を得るとともに、集合流路の
流末を流体中に流出させることによって、急激な減勢に
伴う乱流による騒音や振動の発生を緩やかに減勢するこ
とにより極小化するという手段を講じたものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention relates to a flow path requiring a deenergization of a collecting flow path composed of a plurality of narrow flow paths having a cross-sectional area smaller than the cross-sectional area of the flow path. It is installed in a channel to make it full, and the required energy is obtained by a combination of the roughness coefficient of the narrow channel, the total sectional area of the collecting channel, the length of the channel, and other conditions. By taking out the powder into the fluid, a measure is taken to minimize the generation of noise and vibration due to the turbulent flow caused by the sudden deenergization by gradually reducing the generation.

【0007】本発明では粗度係数の大きい、多数の細流
路に水流を分流し、細流路の摩擦損失水頭と流入、流出
損失水頭を得ることによって、減勢を達成する。この減
勢は水流の緩やかな速度変動(減速)を実現する。また
静水領域への流入流速を遅く(低速化)することにより
疎密波の発生つまり騒音や振動の原因となる乱流化を抑
制する。
In the present invention, the water flow is divided into a large number of narrow channels having a large roughness coefficient, and the friction loss head and the inflow / outflow loss head of the narrow channel are obtained, thereby achieving the energy reduction. This deenergization realizes a gentle speed fluctuation (deceleration) of the water flow. In addition, the generation of compression waves, that is, turbulence that causes noise and vibration is suppressed by reducing (lowering) the inflow velocity into the still water region.

【0008】[0008]

【発明の実施の形態】既に明らかなように、本発明の装
置は流勢を減勢することを目的とするものであると同時
に、減勢に伴う騒音や振動を可及的に低減させるための
ものである。そのために所定の流路を想定し、その流路
に、複数の細流路から成る集合流路を設置する。細流路
は元の流路の横断面積よりも小さい横断面積を有してお
り、その細流路が集合された形態を取るので集合流路と
称する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS As is apparent, the device of the present invention is intended to reduce the flow force, and at the same time, to reduce the noise and vibration accompanying the power reduction as much as possible. belongs to. For this purpose, a predetermined flow path is assumed, and a collective flow path including a plurality of narrow flow paths is provided in the predetermined flow path. The narrow channel has a cross-sectional area smaller than the cross-sectional area of the original channel, and is referred to as an aggregate channel since the narrow channel takes a form of being aggregated.

【0009】複数の細流路及び粗度係数の大きい流路に
通水することにより流水の抵抗を大きくし流速を緩やか
に低下させることができる。必要な減勢を得るための集
合流路の流路延長であるとか、細流路の横断面積及び細
流路の個数等は粗度係数に基づき理論的な計算により決
められるが、粗度係数については実験的にも確認して最
終的な数値を算出する。
By passing water through a plurality of narrow channels and channels having a large roughness coefficient, the resistance of flowing water can be increased and the flow velocity can be gradually reduced. The extension of the collecting channel to obtain the required energy reduction, the cross-sectional area of the narrow channel, the number of the narrow channels, etc. are determined by theoretical calculation based on the roughness coefficient. Confirm it experimentally and calculate the final numerical value.

【0010】この複数の細流路から成る集合流路を設置
する流路は管路流でも良いし、開水路の傾斜水流若しく
は落下水流についても適用可能である。さらに、集合流
路の流末を水中放流とすることにより細流路から流出し
た水流が水面に衝突することなく、水中で拡散されるの
で、減勢に伴う乱流は緩和なものであり小さなレベルに
止まる。従って騒音や振動の規模も極く小さい。
The flow path in which the collective flow path composed of the plurality of narrow flow paths is provided may be a pipe flow, or may be applied to an inclined water flow or a falling water flow of an open channel. In addition, since the flow end of the collecting channel is released into the water, the water flow flowing out of the narrow channel is diffused in the water without colliding with the water surface, so the turbulent flow due to deenergization is moderate and small. Stop at. Therefore, the magnitude of noise and vibration is extremely small.

【0011】[0011]

【実施例】以下図示の実施例を参照して本発明をより詳
細に説明する。なお、図において各実施例の説明に入る
前に、各実施例と同じ流路形式の従来例を比較のために
示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail with reference to the illustrated embodiments. In the drawings, prior to the description of each embodiment, a conventional example having the same flow channel type as each embodiment is shown for comparison.

【0012】図1に管水路11と、それについて従来行
われた減勢弁12による急激な減勢の模式図を示す。流
勢は2点鎖線で示した減衰曲線の減勢部13に見る通り
極めて急激である。
FIG. 1 is a schematic diagram showing a pipe waterway 11 and a sudden deenergization of the pipe waterway 11 by a deenergization valve 12 conventionally performed. The flow is very steep as seen in the attenuation section 13 of the attenuation curve shown by the two-dot chain line.

【0013】図2は本発明に係る装置を管水路111に
ついて実施した実施例1を示しており、管水路111
に、細流路117の集合体である集合流路112を設置
し、その下流に制水弁113を介在させて流量制御をし
た構成を有する。実施例1において流勢は集合流路11
2の部分にて穏やかにしかし十分に減勢される(減勢部
114)。従って制水弁113においても急激な減勢と
はならない(減勢部115)。
FIG. 2 shows an embodiment 1 in which the apparatus according to the present invention is implemented for a pipe channel 111.
In addition, a collecting channel 112, which is an aggregate of narrow channels 117, is installed, and a flow control valve 113 is interposed downstream to control the flow rate. In the first embodiment, the flow is
The part 2 is gently but sufficiently deenergized (dissipating part 114). Therefore, even the water control valve 113 does not suddenly lose its energy (the energy reducing section 115).

【0014】図3(a)は本発明に係る装置の実施例1
の断面図を示しており、管水路に設置した集合流路の構
造に関するものである。管体116の内部に細流路11
7として小径管を多数、内挿した構成を有する。図3
(b)は実施例1の変化例1を示しており、細流路を波
形管で構成したものである。波形形状は細流路117の
所要の粗度を持つ流路であることを示している。細流路
117として、粗度係数の大きい波形管等を用いること
により細流路117の全長を短縮するか、或いは口径を
大きく設定することが可能となり、より経済的な集合流
路112を得ることができる。
FIG. 3A shows a first embodiment of the apparatus according to the present invention.
FIG. 2 shows a cross-sectional view of the present invention, and relates to a structure of a collecting channel installed in a pipe channel. The narrow channel 11 is provided inside the pipe 116.
7 has a configuration in which a large number of small diameter pipes are inserted. FIG.
(B) shows a first modification of the first embodiment, in which the narrow flow path is constituted by a corrugated tube. The waveform shape indicates that the narrow channel 117 has a required roughness. By using a corrugated tube or the like having a large roughness coefficient as the narrow channel 117, it becomes possible to shorten the entire length of the narrow channel 117 or to set the diameter thereof large, so that a more economical collecting channel 112 can be obtained. it can.

【0015】図4は本発明に係る装置の実施例1の他の
変化例2を示しており、管水路111を複数の枝水路に
分岐したものとし、各々の枝水路に集合流路112を設
置した構成を有する。分岐数及び各枝水路への分流割合
は、流量の変動範囲にもよるが2分流の場合には例えば
2/3と1/3の割合で分流し、3分流の場合には例え
ば3/6、2/6、1/6というように各枝水路で設定
流量を変え、それによって流量に応じて止水弁118を
操作し必要な減勢を得ることができるので、制水弁11
3による減勢(前記減勢部115)の減勢量を抑制し、
乱流に起因する騒音や振動の発生を極小に押さえること
ができる。
FIG. 4 shows another modification 2 of the first embodiment of the apparatus according to the present invention, in which a pipe channel 111 is branched into a plurality of branch channels, and a collecting channel 112 is formed in each branch channel. It has an installed configuration. The number of branches and the ratio of branching to each branch canal depend on the fluctuation range of the flow rate. In the case of two-way branching, for example, the ratio is divided into 2/3 and 1/3, and in the case of three-way branching, for example, 3/6. , 2/6, 1/6, etc., the set flow rate is changed in each of the branch waterways, whereby the water stop valve 118 can be operated according to the flow rate to obtain the necessary deenergization.
3 to reduce the amount of energy reduction by the energy reduction (the energy reduction unit 115),
Generation of noise and vibration due to turbulence can be minimized.

【0016】なお、図4の変化例において、119は排
水を目的とした弁を示す。各弁119は上記止水弁11
8の下流側直後に設置されており、細流路112の逆流
洗浄による施設保全機能を発揮させる。
In the modification shown in FIG. 4, reference numeral 119 denotes a valve for drainage. Each valve 119 is provided with the water shutoff valve 11.
8 is provided immediately after the downstream side, and exerts a facility maintenance function by backwashing the narrow channel 112.

【0017】図5は所定の横断面積を有する開水路21
とそれにおける傾斜水流22に関する減勢工23による
減勢の模式図を示す。傾斜水流の下流部では減勢工23
に起因した顕著な跳水24が生じ、この結果、騒音と振
動が発生している。
FIG. 5 shows an open channel 21 having a predetermined cross-sectional area.
And a schematic diagram of energy dissipation by the energy dissipation device 23 with respect to the inclined water flow 22 therein. In the downstream part of the sloping water flow, the energy damper 23
Remarkable jumping water 24 is generated due to this, and as a result, noise and vibration are generated.

【0018】図6は本発明に係る装置を開水路について
実施した実施例2を示しており、上記のような開水路1
21の傾斜部122における減勢を扱っている。実施例
2では細流路の集合体である集合流路123を傾斜水流
部分に設置し、流勢の減勢を図るとともに騒音や振動を
極小化する。
FIG. 6 shows a second embodiment in which the apparatus according to the present invention is implemented for an open channel.
The energy dissipation at the inclined portion 122 of FIG. In the second embodiment, the collecting channel 123, which is an aggregate of narrow channels, is installed in the inclined water flow portion to reduce the flow and minimize noise and vibration.

【0019】管水路流に関する実施例1では流末はおの
ずから水中への流出となるが、開水路に属する実施例2
及びそれ以降の例では流末124を水中へ放出する構成
とする。この傾斜水流に関する実施例2のものにおいて
も、実施例1におけるのと全く同様の減勢作用を得るこ
とができ、従って減勢に伴う騒音や振動も極小に押さえ
られる。
In the first embodiment relating to the pipe channel flow, the flow end naturally flows out into the water, but the second embodiment belonging to the open channel.
In the following examples, the flow end 124 is discharged into water. In the case of the second embodiment relating to the inclined water flow, the same deenergizing action as in the first embodiment can be obtained, and therefore, noise and vibration accompanying the deenergization can be minimized.

【0020】実施例2の構成を持つ減勢消音装置におい
ても、図3(a)、(b)に示したのと同様の機能を備
えたものとすることができる。これを図7(a)に拡大
断面図として示す。この図では細流路125を構成する
各細管の流入口標高を流量と水深に対応するように調節
し、細管同士の間隙はコンクリート等の充填物126に
よって閉塞するか或いは充填することなく固定し、壁1
27で水位を堰上げる構成とされている。なお、細流路
125は波形管より成るものとして表されている。図7
(b)は、図7(a)の横断面図を示すものである。
The noise reduction silencer having the configuration of the second embodiment can also have the same functions as those shown in FIGS. 3 (a) and 3 (b). This is shown as an enlarged sectional view in FIG. In this figure, the elevation of the inlet of each of the narrow tubes constituting the narrow channel 125 is adjusted so as to correspond to the flow rate and the water depth, and the gap between the narrow tubes is closed or fixed without filling with a filler 126 such as concrete. Wall 1
At 27, the water level is raised. In addition, the narrow channel 125 is shown as what consists of a corrugated tube. FIG.
FIG. 7B is a cross-sectional view of FIG.

【0021】図8は水路31の一部である湛水部より流
出する落下水流32における水面動揺33の発生状況と
ともに水槽34の大きさを示したものである。これによ
り、落下水流32がもたらす疎密波による騒音と振動の
発生原理を説明し、かつまた水面動揺33を許容できる
状態に抑制するにはある程度大きい水槽容量が必要であ
ることを示している。
FIG. 8 shows the size of the water tank 34 together with the state of occurrence of the water surface fluctuation 33 in the falling water flow 32 flowing out of the flooded part which is a part of the water channel 31. This explains the principle of the generation of noise and vibration due to the compressional waves caused by the falling water flow 32, and also shows that a relatively large water tank capacity is required to suppress the water surface fluctuation 33 to an acceptable state.

【0022】図9は本発明に係る実施例3に関するもの
であり、水路131の一部に設けられた湛水部より流下
する落下水流132を管路流として流勢を減勢し、騒音
や振動等の発生を防止する例である。落下水流132が
細流路の集合体である集合流路133を通るように堰の
下流側に集合流路133をほぼ垂直に設置している。実
施例3の構成による疎密波抑制効果のために水槽134
の容量は従来例の場合に比較して著しく小容量化され
る。図9ではこれを模式的に示している。故に、落下水
流に対しても所期の減勢作用が得られ、騒音や振動を極
小に抑制できる。
FIG. 9 relates to a third embodiment according to the present invention, in which a falling water flow 132 flowing down from a flooded portion provided in a part of a water channel 131 is used as a pipeline flow to reduce the flow, thereby reducing noise and noise. This is an example of preventing occurrence of vibration and the like. The collecting flow channel 133 is installed almost vertically on the downstream side of the weir so that the falling water flow 132 passes through the collecting flow channel 133 which is an aggregate of narrow flow channels. The water tank 134 is used for the compression wave suppression effect of the configuration of the third embodiment.
Is significantly smaller than that of the conventional example. FIG. 9 schematically illustrates this. Therefore, the desired deenergizing action is obtained even for the falling water flow, and noise and vibration can be suppressed to a minimum.

【0023】水位の上昇に対応して高まる流勢を効果的
に減勢するために、図3或いは図7に示したのと同様の
機能を付加したものを図10(a)に示す。この細流路
135を構成する細管の流入口標高を調節し、細管同士
の間の間隙はコンクリート等の充填物136によって閉
塞するか或いは充填せずに固定し、壁137で水位を堰
上げる構成とされている。図10(a)でも細流路13
5は波形管として表されている。なお、図10(b)は
図10の平面断面図である。
FIG. 10 (a) shows a configuration obtained by adding a function similar to that shown in FIG. 3 or FIG. 7 in order to effectively reduce the flow which rises in response to the rise in the water level. The elevation of the inlet of the narrow tube constituting the narrow channel 135 is adjusted, the gap between the narrow tubes is closed or fixed without filling with a filler 136 such as concrete, and the water level is raised by the wall 137. Have been. Also in FIG.
5 is represented as a corrugated tube. FIG. 10B is a plan sectional view of FIG.

【0024】[0024]

【発明の効果】本発明は以上のように構成されかつ作用
するものであり、水流を粗度係数の大きい複数の細流路
に分流し、かつまた複数の細流路から成る集合流路の流
末を水中に流出させることによって、従来必要とされた
減勢構造弁や減勢工が不要となり、集合流路により効果
的な減勢を達成しかつまた急激な乱流の消失により騒音
や振動の発生を極小に抑制することができる。このよう
な本発明の効果は管水路のみならず開水路流の傾斜水流
或いは落下水流に対しても同じであり、遮音対策が不要
となり、低コストで製造することができることと相俟っ
て経済的にも顕著な効果を奏する。
The present invention is constructed and operates as described above. The present invention divides a water stream into a plurality of narrow channels having a large roughness coefficient, and a flow end of a collecting channel comprising a plurality of narrow channels. By draining the water into the water, the conventionally required damping structure valve and damper are not required, the effective damping is achieved by the collective flow path, and the noise and vibration are reduced by the disappearance of the sudden turbulence. Generation can be minimized. The effect of the present invention is the same not only for the pipe channel but also for the inclined water flow or the falling water flow of the open channel flow. It also has a remarkable effect.

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

【図1】管水路に対する従来の減勢弁を示す模式図。FIG. 1 is a schematic diagram showing a conventional deenergizing valve for a pipe waterway.

【図2】本発明に係る水流の減勢消音装置を管水路に適
用した実施例1の模式図。
FIG. 2 is a schematic view of a first embodiment in which the water flow energy-absorbing silencer according to the present invention is applied to a pipe channel.

【図3】(a)同じく実施例1に関する横断面図。 (b)実施例1の変化例1を示す縦断面図。FIG. 3A is a cross-sectional view of the first embodiment. (B) A longitudinal sectional view showing a first modification of the first embodiment.

【図4】同じく実施例1の変化例2に関する模式図。FIG. 4 is a schematic view of a second variation of the first embodiment.

【図5】開水路の傾斜水流における従来の減勢工を示す
模式図。
FIG. 5 is a schematic diagram showing a conventional energy damper in an inclined water flow of an open channel.

【図6】本発明に係る装置を開水路に適用した実施例2
の模式図。
FIG. 6 is a second embodiment in which the apparatus according to the present invention is applied to an open channel.
FIG.

【図7】(a)同じく実施例2の変化例に関する模式
図。 (b)同上の横断面図。
FIG. 7A is a schematic diagram illustrating a variation of the second embodiment. (B) Transverse sectional view of the same.

【図8】落下水流における従来の減勢を示す模式図。FIG. 8 is a schematic diagram showing a conventional deenergization in a falling water flow.

【図9】本発明に係る装置を落下水流に適用した実施例
3の模式図。
FIG. 9 is a schematic view of a third embodiment in which the apparatus according to the present invention is applied to a falling water flow.

【図10】(a)同じく実施例3の変化例に関する模式
図。 (b)同上の横断面図。
FIG. 10A is a schematic diagram illustrating a variation of the third embodiment. (B) Transverse sectional view of the same.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 流勢を減勢し、減勢に伴う騒音や振動を
低減させるための装置であって、流路の横断面積よりも
小さい横断面積を有する、複数の細流路から成る集合流
路を減勢を必要とする流路に設置し、満流とし、細流路
の粗度係数の大きさ及び集合流路の総断面積、流路延長
その他の条件の組み合わせにより、必要な減勢を得ると
ともに、集合流路の流末を流体中に流出させることによ
って、急激な減勢に伴う乱流による騒音や振動の発生を
緩やかに減勢することにより極小化することを特徴とし
た流勢の減勢消音装置。
An apparatus for reducing flow force and reducing noise and vibration caused by the flow reduction, comprising a plurality of narrow flow paths having a cross-sectional area smaller than a cross-sectional area of a flow path. Install the path in the flow path that requires deceleration, set it to full flow, and reduce the required power by the combination of the roughness coefficient of the narrow flow path, the total cross-sectional area of the collecting flow path, the flow path extension and other conditions And the flow end of the collecting flow path is discharged into the fluid, whereby the generation of noise and vibration due to the turbulent flow accompanying the rapid deenergization is gradually reduced to minimize the flow. A power reduction silencer.
JP35646299A 1999-12-15 1999-12-15 Flow demagnetization silencer Expired - Fee Related JP3356746B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35646299A JP3356746B2 (en) 1999-12-15 1999-12-15 Flow demagnetization silencer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35646299A JP3356746B2 (en) 1999-12-15 1999-12-15 Flow demagnetization silencer

Publications (2)

Publication Number Publication Date
JP2001172949A true JP2001172949A (en) 2001-06-26
JP3356746B2 JP3356746B2 (en) 2002-12-16

Family

ID=18449140

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35646299A Expired - Fee Related JP3356746B2 (en) 1999-12-15 1999-12-15 Flow demagnetization silencer

Country Status (1)

Country Link
JP (1) JP3356746B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100413800B1 (en) * 2001-10-17 2004-01-03 삼성에스디아이 주식회사 Fluoride copolymer, polymer electrolyte comprising the same and lithium battery employing the polymer electrolyte
CN105804025A (en) * 2016-03-28 2016-07-27 钱月珍 Noise reducing system of hydropower station
CN107338773A (en) * 2017-08-30 2017-11-10 中国电建集团成都勘测设计研究院有限公司 Compound water flowing out structure for Hydraulic and Hydro-Power Engineering
CN109082997A (en) * 2018-07-03 2018-12-25 湖北水总水利水电建设股份有限公司 A kind of intermountain aqueduct energy dissipator

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100413800B1 (en) * 2001-10-17 2004-01-03 삼성에스디아이 주식회사 Fluoride copolymer, polymer electrolyte comprising the same and lithium battery employing the polymer electrolyte
CN105804025A (en) * 2016-03-28 2016-07-27 钱月珍 Noise reducing system of hydropower station
CN107338773A (en) * 2017-08-30 2017-11-10 中国电建集团成都勘测设计研究院有限公司 Compound water flowing out structure for Hydraulic and Hydro-Power Engineering
CN109082997A (en) * 2018-07-03 2018-12-25 湖北水总水利水电建设股份有限公司 A kind of intermountain aqueduct energy dissipator
CN109082997B (en) * 2018-07-03 2023-10-24 湖北水总水利水电建设股份有限公司 Inter-mountain aqueduct energy dissipation device

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