JP3181185B2 - Defoaming device - Google Patents

Defoaming device

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Publication number
JP3181185B2
JP3181185B2 JP01253695A JP1253695A JP3181185B2 JP 3181185 B2 JP3181185 B2 JP 3181185B2 JP 01253695 A JP01253695 A JP 01253695A JP 1253695 A JP1253695 A JP 1253695A JP 3181185 B2 JP3181185 B2 JP 3181185B2
Authority
JP
Japan
Prior art keywords
water
seawater
floating
downstream
outflow opening
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 - Fee Related
Application number
JP01253695A
Other languages
Japanese (ja)
Other versions
JPH08196810A (en
Inventor
茂樹 宗実
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP01253695A priority Critical patent/JP3181185B2/en
Publication of JPH08196810A publication Critical patent/JPH08196810A/en
Application granted granted Critical
Publication of JP3181185B2 publication Critical patent/JP3181185B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Degasification And Air Bubble Elimination (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、発電所等の冷却用海水
の放水口部等に設けられる消泡装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a defoaming device provided at a discharge port of seawater for cooling of a power plant or the like.

【0002】[0002]

【従来の技術】従来は、図3及び図4に示すように、放
水路10に設置した泡止め浮子12またはゲートで表面
の泡11を集積させて泡だまり15とし、これを水スプ
レー13でたたいたり水中をくぐらせることで泡11を
消すようにした消泡装置が多用されている。なお11′
は浮きゴミである。また、泡集積機構として、実開昭6
0−183007公報に示すように放水路壁を徐々に狭
くして散水部分を少なくした例がある。
2. Description of the Related Art Conventionally, as shown in FIGS. 3 and 4, foams 11 on the surface are collected by a foam stopper 12 or a gate installed in a water discharge channel 10 to form a bubble pool 15, which is sprayed with a water spray 13. An antifoaming device that erases the foam 11 by hitting or passing through water is often used. 11 '
Is floating garbage. In addition, as bubble accumulation mechanism,
As disclosed in Japanese Patent Publication No. 0-183007, there is an example in which a water discharge channel wall is gradually narrowed to reduce a sprinkling portion.

【0003】[0003]

【発明が解決しようとする課題】前記の従来の消泡装置
は、次の問題点がある。 (1)水スプレーを用いるものでは、水が水面をたたく
ので微細泡が発生する。 (2)浮きゴミが集まり泡止め機構が故障しやすい。 (3)スプレーを固定したものでは、水位変動により散
水消泡効果が減少する場合がある。
The above-described conventional defoaming device has the following problems. (1) In the case of using a water spray, fine bubbles are generated because water hits the water surface. (2) Floating dust collects and the bubble prevention mechanism is apt to break down. (3) In the case where the spray is fixed, the sprinkling and defoaming effect may be reduced due to the fluctuation of the water level.

【0004】本発明は、以上の問題点を解決することが
できる消泡装置を提供しようとするものである。
An object of the present invention is to provide a defoaming device which can solve the above problems.

【0005】[0005]

【課題を解決するための手段】本発明の消泡装置は、水
路の側面に上流端が取付けられ水面から水中に垂下され
部分を有すると共に下流側を対岸に接近させ上流側の
水の流入開口が広く下流側の水の流出開口が狭くなるよ
うに配置された浮きフェンス、及び浮き子に取付けられ
た母管に設けられ前記下流側の水の流出開口付近の水面
へ向って高温ガスを噴射するノズルよりなる。
The defoaming device according to the present invention has an upstream end attached to a side surface of a water channel, has a portion that is drooped from the water surface into the water, and has a downstream side approaching the opposite shore so that water flows in the upstream side. The floating fence is arranged such that the opening is wide and the downstream water outflow opening is narrow, and the high-temperature gas is supplied to the water surface near the downstream water outflow opening provided on the mother pipe attached to the float. It consists of a jet nozzle.

【0006】[0006]

【作用】本発明では、浮きフェンスによって形成される
上流側の広い水の流入開口から入った水は下流側の狭い
水の流出開口から流出し、水面に漂う泡は狭い水の流出
開口へ集められて泡層が形成される。
According to the present invention, water entering from the upstream wide water inflow opening formed by the floating fence flows out from the downstream narrow water outflow opening, and bubbles floating on the water surface are collected in the narrow water outflow opening. To form a foam layer.

【0007】この狭い水の流出開口付近へ向ってノズル
から高温ガスが噴射されるので単位長さ当りの高温ガス
の放出量を大きくすることができ、この噴射される高温
ガスの熱作用によって泡の表面張力が弱くなると共に泡
がガスの風力を受ることになり、泡を効果的につぶして
消滅させることができる。また、ノズルは浮き子に取付
けられた母管に設けられているので、水位が変化しても
これに追従してノズルが上下し、常に設定された距離を
保って高温ガスを確実に下流側の狭い水の流出開口付近
へ噴射することができる。
Since the high-temperature gas is injected from the nozzle toward the vicinity of the outlet of the narrow water, the amount of the high-temperature gas released per unit length can be increased. As the surface tension of the foam becomes weaker, the foam receives the wind force of the gas, and the foam can be effectively crushed and disappeared. In addition, since the nozzle is provided in the mother pipe attached to the float , even if the water level changes, the nozzle moves up and down to follow this, and always keeps the set distance to ensure that the hot gas flows downstream. Can be injected near the outflow opening of narrow water.

【0008】また、本発明では、浮きフェンスによって
形成される上流側の広い水の流入開口から下流側の狭い
水の流出開口を通って水が流れるので、浮遊異物がたま
って噴射ノズルから噴射される高温ガスによる消泡作用
が害されることがない。
Further, in the present invention, since water flows from the upstream wide water inflow opening formed by the floating fence through the downstream narrow water outflow opening, floating foreign matters are accumulated and injected from the injection nozzle. The defoaming action of the hot gas is not impaired.

【0009】[0009]

【実施例】本発明の一実施例を、図1及び図2によって
説明する。10は側面7と底面8からなり白抜き矢印方
向に海水が流れる放水路であり、その両側面7にはそれ
ぞれ固定金具2を介して対をなす2個の浮きフェンス3
が海水の流れ方向において同じ位置に取付けられてい
る。浮きフェンス3は、プラスチック製の球体又は円柱
形の物体等の浮体部分14と耐海水樹脂等のシート部分
14aを接着又はくくりつけて固定して構成され、流路
の水面から海水中へ垂下されてその間に海水の流路を形
成しており、かつ、浮きフェンス3,3の下流側上端を
図示しないワイヤによって接続する等の手段によって、
図1に示すように、浮きフェンス3,3は下流側に行く
に従って互いに接近するように配置され、その上流側の
海水の流入開口Aが広く下流側の海水の流出開口Bが狭
くなっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described with reference to FIGS. Reference numeral 10 denotes a water discharge channel composed of a side surface 7 and a bottom surface 8 through which seawater flows in the direction of a white arrow, and two floating fences 3 forming a pair on both side surfaces 7 via the fixing brackets 2 respectively.
Are mounted at the same position in the seawater flow direction. The floating fence 3 is configured by bonding or fixing a floating body portion 14 such as a plastic sphere or a cylindrical object and a sheet portion 14a such as seawater-resistant resin, and is suspended from the water surface of the flow channel into seawater. The seawater flow path is formed between them, and means such as connecting the downstream upper ends of the floating fences 3 and 3 with wires (not shown),
As shown in FIG. 1, the floating fences 3, 3 are arranged so as to approach each other toward the downstream side, and the inflow opening A of the upstream seawater is wide and the outflow opening B of the downstream seawater is narrow. .

【0010】前記浮きフェンス3の下流側の海水の流出
開口Bの近傍の下流側には、放水路10を横切って浮き
子4,4を支持ロッド4aでその下方に取付けた母管5
が配置されており、同母管5は自在接手9を介して放水
路10外に配置された高温ガス供給管5aに接続されて
いる。また、母管5には、海水の流出開口B付近の水面
上の泡だまり15へ高温ガス16を上流側へ斜め下方へ
向って噴射する複数のノズル6が設けられている。前記
高温ガス16としては、燃焼排ガス、ヒータによる加熱
空気、水蒸気等を用いることができる。
Downstream of the floating fence 3 and in the vicinity of the seawater outflow opening B, a mother tube 5 having floats 4 and 4 mounted below the water discharge passage 10 by support rods 4a across the water discharge channel 10.
Are arranged, and the mother pipe 5 is connected via a universal joint 9 to a high-temperature gas supply pipe 5 a arranged outside the water discharge channel 10. Further, the mother pipe 5 is provided with a plurality of nozzles 6 for injecting the high-temperature gas 16 obliquely downward toward the upstream side toward the bubble pool 15 on the water surface near the seawater outflow opening B. As the high-temperature gas 16, combustion exhaust gas, air heated by a heater, steam, or the like can be used.

【0011】本実施例では、潮の干満等によって放水路
10内の海水の水位が変動しても、これに対応して浮体
部分14をもつ浮きフェンス3,3が上下し、放水路1
内を流れる海水は、浮きフェンス3,3で形成される広
い海水の流入開口Aより狭い海水の流出開口Bへ流れ
る。従って、海水中の泡11は狭い海水の流出開口Bに
おいて集合して泡だまり15となる。
In this embodiment, even if the level of seawater in the water discharge channel 10 fluctuates due to ebb and flow of the tide, the floating fences 3 and 3 having the floating body portion 14 move up and down in response to this, and the water discharge channel 1
The seawater flowing inside flows into a seawater outflow opening B narrower than the wide seawater inflow opening A formed by the floating fences 3,3. Therefore, the bubbles 11 in the seawater gather at the outflow opening B of the narrow seawater to form a bubble pool 15.

【0012】浮き子4,4をもつ母管5は自在接手9に
よって高温ガス供給管5aに接続されているために、放
水路10内の海水の水位が変動しても、これに対応して
上下し、母管5は常に海水の水面より一定の高さだけ高
い位置に保持され、ノズル6からは常に海水の流出開口
B付近の水面上の泡だまり15へ向って所定の距離を保
って高温ガス16を噴射する。
Since the mother pipe 5 having the floats 4 and 4 is connected to the high-temperature gas supply pipe 5a by the universal joint 9, even if the water level of the seawater in the water discharge channel 10 fluctuates, the main pipe 5 has the same structure. Up and down, the mother pipe 5 is always held at a position higher than the seawater level by a certain height, and always keeps a predetermined distance from the nozzle 6 toward the bubble pool 15 on the water surface near the seawater outflow opening B. High-temperature gas 16 is injected.

【0013】海水の狭い流出開口B付近に集められた泡
だまり15には、前記のように高温ガス16が噴射され
ることによって単位長さ当りの高温ガス16の放出量が
増加し、この高温ガス16の熱作用によって泡の表面張
力が弱くなると共に泡に風力が作用し、泡を効果的につ
ぶして消滅させることができる。
As described above, the hot gas 16 is injected into the bubble pool 15 collected near the narrow outflow opening B of seawater, so that the amount of the hot gas 16 released per unit length increases. Due to the thermal action of the gas 16, the surface tension of the foam is weakened and the wind acts on the foam, so that the foam can be effectively crushed and eliminated.

【0014】また、放水路1内の海水は、浮きフェンス
3,3で形成される海水の流入開口から流入して海水の
流出開口Bより流出するために、浮遊異物が浮きフェン
ス3,3の間にたまってノズル6から噴射される高温ガ
ス16の消泡作用が害されることがない。
The seawater in the water discharge channel 1 flows in through the seawater inflow opening formed by the floating fences 3 and 3 and flows out through the seawater outflow opening B. The defoaming action of the high-temperature gas 16 injected from the nozzle 6 while standing is not hindered.

【0015】なお、前記複数のノズル6の間隔は、海水
の水面上の泡を充分に消泡できるように設定され、か
つ、ノズル6の水面上の高さは1m以下に設定するのが
望ましい。
It is preferable that the interval between the plurality of nozzles 6 is set so that bubbles on the surface of seawater can be sufficiently eliminated, and the height of the nozzles 6 on the surface of water is set to 1 m or less. .

【0016】前記実施例では、2個の浮きフェンスによ
って上流側の広い海水の流入開口と下流側の狭い海水の
流出開口を形成しているが、1個の浮きフェンスの上流
端を放水路の一方の側面に取付け、この浮きフェンスと
放水路の他方の側面とによって上流側の広い海水の流入
開口と下流側の狭い海水の流出開口を形成するようにす
ることもできる。
In the above embodiment, two floating fences form a wide inflow opening for seawater on the upstream side and a narrow outflow opening for seawater on the downstream side, but the upstream end of one floating fence is connected to the drainage channel. The floating fence and the other side of the spillway may be mounted on one side to form a wide upstream seawater inlet opening and a downstream narrow seawater outlet opening.

【0017】[0017]

【発明の効果】本発明は、特許請求の範囲に記載された
構成を具えているので、次の効果を奏することができ
る。 (1)高温ガス噴射の熱作用と高温ガスの噴射作用の相
乗効果で消泡効率が良い。 (2)浮きフェンスによって泡を集めるので、高温ガス
を噴射するノズルの設置範囲を小さくすることができ
る。 (3)高温ガスを噴射するノズル設置高さを水面上の一
定の高さとすることができ、水位変動があっても消泡効
率が落ちることがない。
Since the present invention has the structure described in the claims, the following effects can be obtained. (1) The defoaming efficiency is good due to the synergistic effect of the hot gas injection and the hot gas injection. (2) Since the bubbles are collected by the floating fence, the installation range of the nozzle for jetting the high-temperature gas can be reduced. (3) The height of the nozzle for injecting the high-temperature gas can be set at a constant height above the water surface, and the defoaming efficiency does not decrease even if the water level varies.

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

【図1】本発明の一実施例に係る消泡装置の平面図であ
る。
FIG. 1 is a plan view of a defoaming device according to one embodiment of the present invention.

【図2】図実施例の縦断面図である。FIG. 2 is a longitudinal sectional view of the embodiment.

【図3】従来の消泡装置の平面図である。FIG. 3 is a plan view of a conventional defoaming device.

【図4】同従来の消泡装置の縦断面図である。FIG. 4 is a longitudinal sectional view of the conventional defoaming device.

【符号の説明】[Explanation of symbols]

2 固定金具 3 浮きフェンス 4 浮き子 4a 支持ロッド 5 母管 5a 高温ガス供給管 6 ノズル 7 放水路の側面 8 放水路の底面 9 自在接手 10 放水路 11 泡 14 浮体部分 14a シート部分 15 泡だまり 16 高温ガス A 海水の流入開口 B 海水の流出開口 2 Fixture 3 Floating fence 4 Floater 4a Support rod 5 Mother pipe 5a Hot gas supply pipe 6 Nozzle 7 Side surface of water discharge channel 8 Bottom of water discharge channel 9 Free joint 10 Water discharge channel 11 Bubble 14 Floating body part 14a Sheet part 15 Bubbles 16 High-temperature gas A Seawater inflow opening B Seawater outflow opening

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水路の側面に上流端が取付けられ水面か
ら水中に垂下される部分を有すると共に下流側を対岸に
接近させ上流側の水の流入開口が広く下流側の水の流出
開口が狭くなるように配置された浮きフェンス、及び
き子に取付けられた母管に設けられ前記下流側の水の流
出開口付近の水面へ向って高温ガスを噴射するノズルよ
りなることを特徴とする消泡装置。
1. An upstream end is attached to a side surface of a water channel and has a portion that is suspended from the water surface into the water, and the downstream side is on the opposite bank.
Approximated allowed upstream of floating fence outflow opening of the inflow opening is wider downstream of water in the water is arranged to be narrower, and floating
A defoaming device comprising a nozzle provided in a mother pipe attached to a child and for injecting a high-temperature gas toward a water surface near an outflow opening of the downstream water.
JP01253695A 1995-01-30 1995-01-30 Defoaming device Expired - Fee Related JP3181185B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01253695A JP3181185B2 (en) 1995-01-30 1995-01-30 Defoaming device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP01253695A JP3181185B2 (en) 1995-01-30 1995-01-30 Defoaming device

Publications (2)

Publication Number Publication Date
JPH08196810A JPH08196810A (en) 1996-08-06
JP3181185B2 true JP3181185B2 (en) 2001-07-03

Family

ID=11808060

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01253695A Expired - Fee Related JP3181185B2 (en) 1995-01-30 1995-01-30 Defoaming device

Country Status (1)

Country Link
JP (1) JP3181185B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2592525B (en) * 2018-12-27 2023-08-16 Kelk Ltd Thermoelectric module and adjustment method of thermoelectric module

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106955508A (en) * 2017-05-26 2017-07-18 华润电力(海丰)有限公司 A kind of spray defoaming device
CN110237574A (en) * 2019-06-12 2019-09-17 广东省水利水电科学研究院 A kind of foam digestion instrument for discharge conduit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2592525B (en) * 2018-12-27 2023-08-16 Kelk Ltd Thermoelectric module and adjustment method of thermoelectric module

Also Published As

Publication number Publication date
JPH08196810A (en) 1996-08-06

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