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JPS59187918A - Power-reducing work - Google Patents

Power-reducing work

Info

Publication number
JPS59187918A
JPS59187918A JP6236783A JP6236783A JPS59187918A JP S59187918 A JPS59187918 A JP S59187918A JP 6236783 A JP6236783 A JP 6236783A JP 6236783 A JP6236783 A JP 6236783A JP S59187918 A JPS59187918 A JP S59187918A
Authority
JP
Japan
Prior art keywords
water
tank
outlet
height
power
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
JP6236783A
Other languages
Japanese (ja)
Other versions
JPS6335761B2 (en
Inventor
Yorinori Taguchi
田口 頼紀
Hiroo Watabe
渡部 博夫
Junji Iizaka
順治 飯坂
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.)
Kawasaki Heavy Industries Ltd
Kawasaki Motors Ltd
Original Assignee
Kawasaki Heavy Industries Ltd
Kawasaki Jukogyo 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 Kawasaki Heavy Industries Ltd, Kawasaki Jukogyo KK filed Critical Kawasaki Heavy Industries Ltd
Priority to JP6236783A priority Critical patent/JPS59187918A/en
Publication of JPS59187918A publication Critical patent/JPS59187918A/en
Publication of JPS6335761B2 publication Critical patent/JPS6335761B2/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)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Jet Pumps And Other Pumps (AREA)

Abstract

PURPOSE:To easily reduce and maintain the setting space of a tank by specifically designating the shape of a driving channel to a box-like power-reducing tank on the downstream of a jet stream outlet and also the height of a diversion channel floor from the box-like power-reducing tank. CONSTITUTION:A water driving channel 6 in the downstream of a jet stream outlet 1 is shaped into a box form surrounding the upper and lower faces and both sides. On the upper wall 6a, a slope suitable for collision of jet water from the outlet 1 and incoming of the jet water into a power-reducing tank 7 while widening its width in a flat form is provided, and the slope of the lower wall 6b is made to be more gentle than the wall 6a. An air supply tube 8 opening in the open air is connected to the upper part of the wall 6a. The height of ceiling face 7a of the tank 7 is made higher than the center height of the outlet 1, the bottom 7b is formed below the lower edge of the opening of the water driving channel 6, and an exhaust tube 9 opening to the open air is connected to a chamber 7c. The height of the roadbed 4a of a diversion channel 4 is set up such that the surface 4b of effluent water from the tank 7 becomes lower than the center height of the outlet 1.

Description

【発明の詳細な説明】 この発明は、ダムの下部等に設けた高圧ゲート等のジェ
ット流噴出口よシ放水路に放流する水勢を減勢するだめ
の減勢下に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a system for reducing the force of water discharged into a spillway from a jet stream outlet such as a high-pressure gate provided at the lower part of a dam.

ダムの水位調整のための放水を、ダムの下部に設けた高
圧ゲート等のジェット流噴出口より噴射させて行なう場
合は、そのま\放水路に噴出させると、噴出水の勢によ
り放水路の路床−や側岸力玉洗掘されたり、土砂岩石が
下流に流されて堆積したりする障害の原因となるので、
ジェット流噴出口と放水路との間に減勢下を設け、噴出
された水流の勢力を減勢して放水路に放流するようにし
ている。
When water is sprayed to adjust the water level in a dam from a jet stream outlet such as a high-pressure gate installed at the bottom of the dam, if it is directly sprayed into the spillway, the force of the water will cause damage to the spillway. This can cause problems such as scouring of the roadbed and side banks, and sediment and rocks being washed downstream and accumulating.
A force reducing section is provided between the jet stream outlet and the water spillway to reduce the force of the ejected water stream and discharge the water into the waterway.

高圧ゲート等のジェット流噴出口より噴出される水の減
勢下としては、従来、第1図に示す様な空中放流型のも
のと、第2図に示すような水中放流型のものとが使用さ
れている。
Conventionally, there have been two types of deenergizing systems for water ejected from a jet stream outlet such as a high-pressure gate: an air discharge type as shown in Figure 1, and an underwater discharge type as shown in Figure 2. It is used.

第1図に示す空中放流型は、ジェット流噴出口1にゲー
トバルブ2を設けた場合、ゲートが水中に没することが
なく腐食対策やメインテナンスに有利であり、又、噴出
水がゲートバルブの戸溝や扉に及ぼす影響が少ない利点
があるが、第1図に示ず跳水型の減勢上とした場合はそ
の機能上、ジェット流噴出口1の前面に、特に長さ方向
に非常に大きいスペース3を必要とし、放流設備泪画上
大きな制約を受けると言う問題がある。図中符号4は放
水路である。
In the air discharge type shown in Fig. 1, when a gate valve 2 is provided at the jet stream outlet 1, the gate will not be submerged in water, which is advantageous for corrosion prevention and maintenance. It has the advantage of having little effect on the door grooves and doors, but if you use a water-jump type energy-reducing top (not shown in Figure 1), due to its function, there will be a large amount of damage in front of the jet stream outlet 1, especially in the length direction. There is a problem in that it requires a large space 3 and is subject to significant restrictions on the design of the discharge equipment. Reference numeral 4 in the figure is a water discharge channel.

第2図に示す水中放流式のものは、減勢上をコンパクト
化する目的のもので、箱形減勢槽5が、ジェット流噴出
口1と放水路4との間に設けられ、ジェット噴出口1は
水中に開いている。”この方式は減勢上が空中放流跳水
型に比してコンパクトにはなるが、ジェット流噴出口1
に流量調整用のゲートバルブ2を設置した場合、下流に
生ずる渦等がゲート戸溝や扉2にどの様な影響示与える
か等の水理的な問題が十分解明されておらず、ごく小1
コ径のものには使用された実績があるが、口径が犬きく
、水圧の高いものには適用し難いのが現状である。また
、この方式ではゲートが常時水中に没するため腐食に対
する対策やメインテナンスが困難になると言う不利があ
る。
The underwater discharge type shown in Fig. 2 is designed to make the energy reduction system more compact, and a box-shaped energy reduction tank 5 is provided between the jet stream outlet 1 and the discharge channel 4. Exit 1 opens into the water. ``This method is more compact than the aerial discharge jump type due to energy loss, but the jet flow nozzle 1
If a gate valve 2 is installed to adjust the flow rate in 1
Although it has been used for small-diameter types, it is currently difficult to apply it to items with large diameters and high water pressure. Additionally, this method has the disadvantage that the gate is constantly submerged in water, making it difficult to take countermeasures against corrosion and to maintain it.

本発明は、従来の各型式の減勢上の」二連の欠点を除去
した、ゲートに対する放射水の影響等の水理的々問題が
なく、設置スペースが少くて済み、口径の大小にかXわ
らず適用可能なジェット、流口出口よりのジェット流減
勢工を提供することを目的どする。
The present invention eliminates the two drawbacks of energy reduction in conventional types, eliminates hydraulic problems such as the influence of radiated water on the gate, requires less installation space, and is compatible with large and small diameters. It is an object of the present invention to provide a jet flow energy reducer that can be applied regardless of the jet and the flow outlet.

以下、本発明を図面に示す実施例に基いて説明する。Hereinafter, the present invention will be explained based on embodiments shown in the drawings.

第3図は本発明の実施例を示す図である。この実施例の
減勢上は、ジェット流噴出口1と放水路4との間に、前
玉りに傾斜した導水部6と箱形減勢槽7とがこの順に設
けら扛て構成されている。
FIG. 3 is a diagram showing an embodiment of the present invention. The energy reduction in this embodiment is constructed by providing in this order a water guide portion 6 with an inclined front and a box-shaped energy reduction tank 7 between the jet stream outlet 1 and the discharge channel 4. There is.

導水部6il−1:、上面、下面、両側面を壁で四重れ
た箱形となっておシ、上面壁6aはジェット流噴出口1
からの放射水が斜めに衝突し、その面に沿って偏平拡幅
しながら減勢槽7に流入するに適し45°とするのが適
当である。導水部6の下面壁即ち底面61) Ir、L
 、J−面壁6aよりも傾斜を少なくさ牡ているが、」
二面すi、との間隔は上面壁6aに沿って6k KLる
水がジェット流噴出口1の下流部に滞留している水を十
分連行できるように設定されている。
Water guide part 6il-1: It has a box shape with walls on the top, bottom, and both sides, and the top wall 6a has a jet stream outlet 1.
An appropriate angle of 45° is suitable for the radiated water to impinge obliquely and flow into the energy-reducing tank 7 while becoming flat and wide along that surface. Lower wall or bottom surface 61 of water guide portion 6) Ir, L
, although the slope is smaller than that of the J-face wall 6a.
The distance between the two faces i and 6a is set so that 6kL of water along the upper wall 6a can sufficiently entrain the water stagnant at the downstream part of the jet stream outlet 1.

導水管6の」二面壁の上部には大気に開放される給気管
8が接続さ牡ている。
An air supply pipe 8 that is open to the atmosphere is connected to the upper part of the two walls of the water conduit 6.

次に箱形減勢槽7の天井面7aの高さVi1ジェット流
噴流口出口1心標高より若干高い位置に設定さ牡ており
、底面7bは前記の導水部6の開口下縁よりも相当下方
に設けられている。又、天井面7aの後部にはチャンバ
7Cが設けられその頂面には大気に開放づ几る排気管9
が接続さし−Cいる。
Next, the height of the ceiling surface 7a of the box-shaped deenergization tank 7 is set at a position slightly higher than the center height of the jet flow outlet 1, and the bottom surface 7b is set at a position that is slightly higher than the height of the center of the jet flow outlet 1, and the bottom surface 7b is set at a position equivalent to the lower edge of the opening of the water guide section 6. It is located below. Further, a chamber 7C is provided at the rear of the ceiling surface 7a, and an exhaust pipe 9 that is open to the atmosphere is provided on the top surface of the chamber 7C.
There is a connection point -C.

減勢Ti!I 77′)・ら放水路4への出口の上縁は
減劣・槽天井面7aの高さと一致しており、下縁即ち放
水路4の路床4aの高さは、減勢槽7より流出した水流
の水面4bがジェット流噴出口1の中心標高より低くな
るように設定されている。
De-energized Ti! I 77') The upper edge of the outlet to the discharge channel 4 matches the height of the deterioration tank ceiling surface 7a, and the lower edge, that is, the height of the subgrade 4a of the discharge channel 4, The water surface 4b of the more flowing water stream is set to be lower than the center elevation of the jet stream outlet 1.

この減勢上は以」二の如く構成さ扛ているので、ジェッ
ト流噴出口1から噴射した水流は導水部上面壁6aに斜
めに衝突し、側方に拡幅しながら偏平になって壁面6a
に沿って減勢槽7に流入し、その際、ジェット流噴出口
1の下流の導水部6の下面上に滞留している水を減勢槽
7内に連行する。
Since this energy reduction is configured as shown in 2 below, the water stream injected from the jet stream outlet 1 obliquely collides with the upper wall 6a of the water guide section, and becomes flat while widening laterally.
The water flows into the energy reducing tank 7 along the flow path, and at this time, the water remaining on the lower surface of the water guide section 6 downstream of the jet stream outlet 1 is entrained into the energy reducing tank 7.

その結果、ジェット流噴出口を使用状態で水没状態にな
らない様に維持することができ、ゲート戸溝や扉に対す
る水理的影響を除去することができる。又、放水路4の
水面4bの高さはジェット流噴出口1の中心線標高以下
になるようにされているので、ゲートのあらゆる開度に
対して問題なく放水することができる。
As a result, the jet stream outlet can be maintained so as not to be submerged in water while in use, and the hydraulic influence on the gate groove and door can be eliminated. Further, since the height of the water surface 4b of the water discharge channel 4 is set to be lower than the centerline elevation of the jet stream outlet 1, water can be discharged without any problem at any opening degree of the gate.

導水部6には、大気に開放する給気管8が接続さnてい
るので、ジェット流噴出口1より噴出される水流の空気
連行に伴う噴出口下流の圧力低下を防止することが出来
る。又、減勢槽7の上部のチャンバ7Cには大気に開放
する排気管9が接続されているので、導水部より減勢槽
7内に流入する水流に連行されてきた空気はチャンバ7
cに集まり、排気管9より大気に排出さ扛、減勢上出口
での見掛けの流量(水+連行空気の量)を減少させ流量
を円滑にする効果がある。
Since the water guide portion 6 is connected to an air supply pipe 8 that is open to the atmosphere, it is possible to prevent a pressure drop downstream of the jet outlet 1 due to air entrainment of the water stream jetted out from the jet stream outlet 1. Further, since the chamber 7C at the upper part of the energy reducing tank 7 is connected to the exhaust pipe 9 which is open to the atmosphere, the air carried by the water flow flowing into the energy reducing tank 7 from the water guide section is removed from the chamber 7.
c, and is discharged into the atmosphere from the exhaust pipe 9, which has the effect of reducing the apparent flow rate (amount of water + entrained air) at the upper exit and smoothing the flow rate.

以」二説明した本発明による構成の減勢上は水理実験の
結果より上述の効果力脣忍められ、実用の可能性が充分
あることが確認さnた。
It has been confirmed from the results of hydraulic experiments that the structure according to the present invention described above has the above-mentioned effectiveness and has sufficient potential for practical use.

以上の如く、本発明によれば、ジェット流噴出口の放流
状態を空中放流状態に維持することが出来、ゲートに対
する水理的な問題を回避することが可能となシ、又箱形
減勢槽と組合せたことにより減勢上の設置のスペースを
コンパクトにすることが可能となる等、実用上例れた効
果が得られる。
As described above, according to the present invention, the discharge state of the jet stream outlet can be maintained in the air discharge state, and hydraulic problems with respect to the gate can be avoided. By combining it with a tank, it is possible to achieve practical effects such as making it possible to make the installation space on the energy-reducing device more compact.

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

第1図は従来の空中放流跳水型減勢上の一例を示す縦断
面図、第2図は従来の水中放流型減勢上の一例を示す縦
断面図、第3図は本発明の減勢上の実施例を示す縦断面
図である。 1・・ジェット流噴出口  4・・・放水路4a・・・
放水路床 4b・・・減勢玉出口における放水路水面6・・・導水
部 6a・・・導水部上面壁 61)・・・導水部下面壁 7・・・箱形減勢槽
Fig. 1 is a longitudinal sectional view showing an example of a conventional air-release spring type energy reducer, Fig. 2 is a longitudinal sectional view showing an example of a conventional underwater water-release type energy reducer, and Fig. 3 is a longitudinal sectional view showing an example of a conventional underwater water-release type energy reducer. FIG. 3 is a longitudinal cross-sectional view showing the above embodiment. 1...Jet stream spout 4...Discharge channel 4a...
Discharge channel floor 4b...Discharge channel water surface 6 at outlet of energy dissipating ball...Water guide section 6a...Water guide section upper surface wall 61)...Water guide lower surface wall 7...Box-shaped energy dissipating tank

Claims (1)

【特許請求の範囲】[Claims] ダトの下部等に設けたジェット流噴出口より放水路に放
流する水勢を減勢するための減勢下において、」二記の
ジェット流噴出口と上記放水路との間に、上下面及び両
側面を囲まれ油上りに傾斜した導水部と、箱形減勢槽と
をこの順に設けて構成され、上配導水部の上面壁はジェ
ット流噴出口からの放射水が斜めに衝突しその面に沿っ
て偏平拡幅しながら減勢槽に流入するに適した傾斜を有
し、下面壁は上面ム−・′1′よりも小さい傾斜角度を
有し、その上面壁との上下方向の間隔は上面壁に沿って
流れる水がジェット流噴出口下流部の滞留水を連行する
に適した間隔になる如く設定され、上記の減勢槽に接続
する位置での放水路床の高さは、減勢槽より流出する水
流の水面がジェット流噴出口中心標高より低くなる如く
配置されていることを特徴とする減勢下。
Under the condition of reducing the force of the water discharged from the jet stream outlet provided at the bottom of the pipe, etc., into the water discharge channel, It consists of a water guide section whose surface is surrounded and is inclined toward the oil rise, and a box-shaped energy reduction tank, which are installed in this order. The lower wall has an inclination angle smaller than the upper surface M'1', and the vertical distance between it and the upper wall is The spacing is set so that the water flowing along the top wall carries away the stagnant water downstream of the jet stream outlet, and the height of the discharge channel floor at the position connected to the energy reducing tank is set to A power-reduction system characterized by being arranged so that the water surface of the water flowing out of the power tank is lower than the center elevation of the jet flow outlet.
JP6236783A 1983-04-11 1983-04-11 Power-reducing work Granted JPS59187918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6236783A JPS59187918A (en) 1983-04-11 1983-04-11 Power-reducing work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6236783A JPS59187918A (en) 1983-04-11 1983-04-11 Power-reducing work

Publications (2)

Publication Number Publication Date
JPS59187918A true JPS59187918A (en) 1984-10-25
JPS6335761B2 JPS6335761B2 (en) 1988-07-18

Family

ID=13198072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6236783A Granted JPS59187918A (en) 1983-04-11 1983-04-11 Power-reducing work

Country Status (1)

Country Link
JP (1) JPS59187918A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6057896A (en) * 1983-09-09 1985-04-03 株式会社荏原製作所 Sound preventor for water discharge port of water wheel or the like
CN102808449A (en) * 2012-08-14 2012-12-05 上海市城市建设设计研究总院 Energy dissipating well for initial rainwater in ultra-deep storage adjustment pipe
CN105696531A (en) * 2016-01-22 2016-06-22 西华大学 Drop water energy dissipation device
CN109371928A (en) * 2018-10-25 2019-02-22 四川大学 Diversion structure of ventilation and air supplement facility of free-flow flood discharge tunnel

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6057896A (en) * 1983-09-09 1985-04-03 株式会社荏原製作所 Sound preventor for water discharge port of water wheel or the like
JPH0362278B2 (en) * 1983-09-09 1991-09-25 Ebara Mfg
CN102808449A (en) * 2012-08-14 2012-12-05 上海市城市建设设计研究总院 Energy dissipating well for initial rainwater in ultra-deep storage adjustment pipe
CN105696531A (en) * 2016-01-22 2016-06-22 西华大学 Drop water energy dissipation device
CN109371928A (en) * 2018-10-25 2019-02-22 四川大学 Diversion structure of ventilation and air supplement facility of free-flow flood discharge tunnel

Also Published As

Publication number Publication date
JPS6335761B2 (en) 1988-07-18

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