JPS6334249B2 - - Google Patents

Info

Publication number
JPS6334249B2
JPS6334249B2 JP7712681A JP7712681A JPS6334249B2 JP S6334249 B2 JPS6334249 B2 JP S6334249B2 JP 7712681 A JP7712681 A JP 7712681A JP 7712681 A JP7712681 A JP 7712681A JP S6334249 B2 JPS6334249 B2 JP S6334249B2
Authority
JP
Japan
Prior art keywords
discharge
pressure fluid
pipe
holes
energy
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
JP7712681A
Other languages
Japanese (ja)
Other versions
JPS57190819A (en
Inventor
Yutaka Kitsutaka
Takao Ishida
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP7712681A priority Critical patent/JPS57190819A/en
Publication of JPS57190819A publication Critical patent/JPS57190819A/en
Publication of JPS6334249B2 publication Critical patent/JPS6334249B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/06Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Jet Pumps And Other Pumps (AREA)
  • Control Of Fluid Pressure (AREA)

Description

【発明の詳細な説明】 本発明は、ダムの放流路など、高圧系からの流
体を開放空間に放流させるための装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for discharging fluid from a high pressure system, such as a dam discharge channel, into an open space.

高圧流体の放流に際して、一般に、高圧流体を
土木構築物に衝突させて減勢させる衝撃減勢や、
長くかつ大きな減勢工を設けて自然減勢させる手
段がとられているが、設備的に大型でかつ広いス
ペースを要する欠点があつた。
When discharging high-pressure fluid, there is generally an impact reduction method in which the high-pressure fluid collides with a civil engineering structure to reduce its energy.
Measures have been taken to naturally reduce the energy by installing a long and large energy reducer, but this method has the drawback of requiring large equipment and a large space.

本発明は、上述の実情に鑑みて、極めて簡単な
改良により、小型の設備でもつて効果的に高圧流
体を減勢放流できるようにする事を目的とする。
In view of the above-mentioned circumstances, it is an object of the present invention to make it possible to effectively deenergize and discharge high-pressure fluid even with small-sized equipment through extremely simple improvements.

次に本発明の実施の態様を例示図に基いて詳述
する。
Next, embodiments of the present invention will be described in detail based on illustrative drawings.

ダム等の高圧流体の放流元管1に放流弁2を介
してほぼ水平方向の放流管を接続し、その放流管
3の吐出口4を、用水路5に連なる減勢工6の内
部に縦壁6aを貫通させて配置すると共に、流体
を貯留した前記減勢工6の開放空間に高圧流体を
減勢放流させるための装置7を前記吐出口4に設
けてある。
A nearly horizontal discharge pipe is connected to a high-pressure fluid discharge source pipe 1 such as a dam via a discharge valve 2, and the discharge port 4 of the discharge pipe 3 is connected to a vertical wall inside an energy reducer 6 connected to an irrigation canal 5. 6a, and is provided at the discharge port 4 for discharging the high-pressure fluid in an energy-reducing manner into the open space of the energy-reducing device 6 in which the fluid is stored.

前記放流装置7を構成するに、第2図に示すよ
うに、中空の半球体部分8Aに、その球芯を中心
にする放射方向の流路を有し、かつ、前記吐出口
4に比べて極めて小なる下流側ほど小径のテーパ
ー孔a…を多数穿設すると共に、前記半球体部分
8Aに連結用フランジ8Bを連設して、有底筒状
の放流具8を形成し、この放流具8を前記放流管
3の吐出口4に着脱自在に連結し、もつて、前記
放流弁2の開度調整によつて放流量が制御された
高圧流体を、多数の先細り小径孔a…によりキヤ
ビテーシヨンを抑制する状態で減勢させながら、
その流体を減勢工6の開放空間に貯留された流体
中に拡散放流させるようにしてある。
As shown in FIG. 2, the discharge device 7 has a hollow hemispherical portion 8A with a radial flow path centered on the spherical core, and has a diameter larger than the discharge port 4. A large number of tapered holes a are formed, the diameter of which is smaller on the downstream side, and a connecting flange 8B is connected to the hemispherical portion 8A to form a bottomed cylindrical discharge tool 8. 8 is removably connected to the discharge port 4 of the discharge pipe 3, and the high-pressure fluid whose discharge amount is controlled by adjusting the opening of the discharge valve 2 is cavitated through a large number of tapered small diameter holes a... While reducing the energy in a state where it is suppressed,
The fluid is diffused and released into the fluid stored in the open space of the energy reducer 6.

尚、前記孔aとして、それをストレート形状に
するも良く、あるいは、テーパー状とストレート
状のものを混在させるも良く、そして、それらの
孔a…を備えさせる放流具8として、第3図に示
すように、それを中空の円錐形や角錐形にしてそ
の錐面に孔a…を設ける構造や、第4図に示すよ
うに、底部側ほど大径の有底筒状体の底部にある
いはその周辺に孔a…を設ける構造、更には、第
5図に示すように、放流具8を中空の環状体にす
ると共に、その曲率中心から放射方向の孔a…を
穿設して、その一部の環状中心に向う放流流体ど
うしを開放空間で衝突させるようにして、その一
部の流体を放流後において二次的に減勢させるも
良く、即ち、減勢具8並びに孔a…の具体構造を
各種変形可能である。
In addition, the holes a may be straight-shaped, or may have a mixture of tapered and straight shapes. As shown in FIG. Further, as shown in FIG. 5, the discharge tool 8 is made into a hollow annular body, and holes a are bored in the radial direction from the center of curvature of the discharge tool 8, as shown in FIG. It is also possible to make some of the fluids flowing toward the annular center collide with each other in an open space, and to secondarily reduce the energy of some of the fluids after the fluids are discharged. The specific structure can be modified in various ways.

また、本発明は、各種高圧輸送系の流体減勢に
利用できる。
Further, the present invention can be utilized for fluid deenergization of various high-pressure transportation systems.

以上要するに本発明は、冒記した高圧流体放流
装置において、放流元管1に放流弁2を介してほ
ぼ水平の放流管3を接続し、その放流管3の吐出
口4に、多数の孔a…を形成した放流具8を設け
てある事を特徴とする。
In summary, the present invention provides the above-mentioned high-pressure fluid discharge device in which a substantially horizontal discharge pipe 3 is connected to the discharge source pipe 1 via a discharge valve 2, and a large number of holes a are connected to the discharge port 4 of the discharge pipe 3. It is characterized by being provided with a discharge tool 8 formed with...

即ち、放流管3の吐出口4に多数の刈a…を備
えさせて、その孔a…を通過させる間に放流量が
制御された高圧流体を減勢させるようにしたもの
で、小型の設備でもつて効果的な減勢を行なわせ
られるようになり、それ以後に減勢を行なわせる
にしても、そのための減勢工6や土木構築物を含
めてその全体を、設備的にもスペース的にも小に
できるようになつた。
That is, the discharge port 4 of the discharge pipe 3 is equipped with a large number of clippers a, and the high-pressure fluid whose discharge amount is controlled is deenergized while passing through the holes a. As a result, effective energy reduction can be carried out, and even if energy reduction is to be carried out after that, the entire system, including energy reduction works 6 and civil engineering structures, will be required in terms of equipment and space. Now I can make it smaller.

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

図面は本発明に係る高圧流体放流装置に係る実
施の態様を例示し、第1図は全体側面図、第2図
は要部の破断側面図、第3図及び第4図は夫々変
形例の要部の断面図、第5図は第3変形例の平面
図であり、第6図は第5図の―線断面図であ
る。 3……高圧流体放流管、4……吐出口、8……
放流具、a……孔。
The drawings illustrate embodiments of the high-pressure fluid discharge device according to the present invention; FIG. 1 is an overall side view, FIG. 2 is a cutaway side view of the main part, and FIGS. 3 and 4 are views of modified examples. 5 is a plan view of the third modification, and FIG. 6 is a sectional view taken along the line -- in FIG. 5. 3...High pressure fluid discharge pipe, 4...Discharge port, 8...
Streaming device, a...hole.

Claims (1)

【特許請求の範囲】 1 高圧の流体を開放空間に放流させるための装
置であつて、放流元管1に放流弁2を介してほぼ
水平の放流管3を接続し、その放流管3の吐出口
4に、多数の孔a…を形成した放流具8を設けて
ある事を特徴とする高圧流体放流装置。 2 前記孔aを下流側ほど小径になるテーパー孔
に形成してある事を特徴とする特許請求の範囲第
1項に記載の装置。 3 前記孔aの放流方向を放射状にして、高圧流
体を拡散放流させるべく構成してある事を特徴と
する特許請求の範囲第1項又は第2項の何れかに
記載の装置。
[Scope of Claims] 1. A device for discharging high-pressure fluid into an open space, in which a substantially horizontal discharge pipe 3 is connected to a discharge source pipe 1 via a discharge valve 2, and the discharge of the discharge pipe 3 is connected to a discharge source pipe 1 through a discharge valve 2. A high-pressure fluid discharge device characterized in that an outlet 4 is provided with a discharge device 8 in which a large number of holes a are formed. 2. The device according to claim 1, wherein the hole a is formed into a tapered hole whose diameter becomes smaller toward the downstream side. 3. The device according to claim 1 or 2, characterized in that the discharge direction of the holes a is radial so that the high-pressure fluid can be diffused and discharged.
JP7712681A 1981-05-19 1981-05-19 Discharge device for high-pressure fluid Granted JPS57190819A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7712681A JPS57190819A (en) 1981-05-19 1981-05-19 Discharge device for high-pressure fluid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7712681A JPS57190819A (en) 1981-05-19 1981-05-19 Discharge device for high-pressure fluid

Publications (2)

Publication Number Publication Date
JPS57190819A JPS57190819A (en) 1982-11-24
JPS6334249B2 true JPS6334249B2 (en) 1988-07-08

Family

ID=13625095

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7712681A Granted JPS57190819A (en) 1981-05-19 1981-05-19 Discharge device for high-pressure fluid

Country Status (1)

Country Link
JP (1) JPS57190819A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2655208C1 (en) * 2017-06-05 2018-05-24 Федеральное государственное бюджетное научное учреждение "Российский научно-исследовательский институт проблем мелиорации" (ФГБНУ "РосНИИПМ") Device for collecting water and feeding it from the channel in the hydrographic network
RU2656891C1 (en) * 2017-07-06 2018-06-07 Федеральное государственное бюджетное образовательное учреждение высшего образования "Российский государственный аграрный университет - МСХА имени К.А. Тимирязева" (ФГБОУ ВО РГАУ - МСХА имени К.А. Тимирязева) Pressure water-release structure belled type end section with vertical flow output
RU2719126C1 (en) * 2019-07-10 2020-04-17 Федеральное государственное бюджетное образовательное учреждение высшего образования "Российский государственный аграрный университет - МСХА имени К.А. Тимирязева" (ФГБОУ ВО РГАУ - МСХА имени К.А. Тимирязева) End section of spout type of pressure water-passage structure with vertical outlet of flow

Also Published As

Publication number Publication date
JPS57190819A (en) 1982-11-24

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