JPH0716661B2 - How to clean water in shallow water - Google Patents

How to clean water in shallow water

Info

Publication number
JPH0716661B2
JPH0716661B2 JP5088891A JP8889193A JPH0716661B2 JP H0716661 B2 JPH0716661 B2 JP H0716661B2 JP 5088891 A JP5088891 A JP 5088891A JP 8889193 A JP8889193 A JP 8889193A JP H0716661 B2 JPH0716661 B2 JP H0716661B2
Authority
JP
Japan
Prior art keywords
water
air
cylinder
shallow
pumping
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
JP5088891A
Other languages
Japanese (ja)
Other versions
JPH067768A (en
Inventor
正彦 牧野
Original Assignee
海洋工業株式会社
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
Priority to JP62073403A priority Critical patent/JPS63240989A/en
Priority to KR1019870004167A priority patent/KR950002539B1/en
Application filed by 海洋工業株式会社 filed Critical 海洋工業株式会社
Priority to JP5088891A priority patent/JPH0716661B2/en
Publication of JPH067768A publication Critical patent/JPH067768A/en
Publication of JPH0716661B2 publication Critical patent/JPH0716661B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/50Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
  • Agricultural Chemicals And Associated Chemicals (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】この発明は比較的浅い水域(例え
ば水深5m位までの水域)の湖・沼又は池・河川或いは
淨水する為の貯水場などにおける淨水を目的とした浅水
域における淨水方法に関する。
BACKGROUND OF THE INVENTION The present invention relates to a shallow water area for the purpose of irrigation in lakes, swamps, ponds, rivers or reservoirs for irrigation in relatively shallow water areas (for example, water areas up to a depth of about 5 m). Regarding the water method.

【0002】[0002]

【従来の技術】従来、ダム・湖・沼、貯水場或いは池・
河川等においては、水温の上昇と共に、藻類が繁殖し、
水中の酸欠による魚類の死滅、有機物の腐蝕による悪臭
の発生、その他の原因による水質悪化が生じていたが、
廉価で有効な水質悪化の防止方法はなかった。例えば、
活性炭による濾過淨水などが考えられていたが、未だ普
遍的に使用されるにいたらなかった。また水深の大きな
ダム・湖・沼などにおいては、間欠空気揚水装置によっ
て水を上下方向に強制対流させることにより、藻類を水
深の大きい所に導きその死滅と溶存酸素量を増加する試
みがなされ、相当の成果を収めていた。
2. Description of the Related Art Conventionally, dams, lakes, swamps, reservoirs or ponds
In rivers, etc., algae grow as the water temperature rises.
Although fish dying due to oxygen deficiency in the water, bad odor due to organic matter corrosion, and water quality deterioration due to other causes,
There was no cheap and effective way to prevent water quality deterioration. For example,
Though it was considered to use filtered fresh water with activated carbon, it has not yet been universally used. In such large dam lake, swamp water depth, by forced convection of water in the vertical direction by the intermittent air pumping equipment, water algae
Attempts were made to lead to a deeper place and to increase the amount of dissolved oxygen and the amount of dissolved oxygen, with considerable success.

【0003】前記水深が大きい場合には、例えば大容量
の揚水筒が知られており(実開昭60−176300
号)、また揚水筒を用いた淨水技術が開発されていたが
(特願昭61−75165号)、斯る装置は、何れも表
層の水と、深層の水とが対流することによって、表層に
多生する藻類を水底側深層の暗所に送り込み、その繁殖
を防ぎ、殺藻と酸素の供給との目的を達成することが
できた。
When the depth of water is large, for example, a large-capacity pumping cylinder is known (Actually developed Sho 60-176300).
No.), and a fresh water technology using a pumping cylinder was developed (Japanese Patent Application No. 61-75165), but all of these devices use convection between surface water and deep water. It was possible to send algae that grow abundantly in the surface layer to the dark place at the bottom of the bottom of the water, prevent their reproduction, and achieve both purposes of killing algae and supplying oxygen.

【0004】[0004]

【発明によって解決すべき課題】然るに浅水域に揚水筒
を設置し、水を対流させても、水面の藻類が若干下方へ
移るだけで、これを死滅させることは不可能である。ま
た汚水の大部分は水中に微細固形物が浮遊している為で
あるが、これを効率よく沈殿させる手段がなく、かつ酸
欠改善の手段もなかった。
However, even if a pumping cylinder is installed in a shallow water area to cause convection of water, it is impossible to kill the algae on the surface of the water only slightly downward. Also, most of the sewage is due to the suspension of fine solids in the water, but there was no means for efficiently precipitating this and no means for improving oxygen deficiency.

【0005】従来、凝集剤又は殺藻剤を使用する場合に
は、これらの処理剤を流入水中に混入したり、船上から
投入しているが、流入水中への混入により、大容量の貯
水池又は湖・沼等の水に処理剤を均一に拡散させること
は至難であった。また船上から処理剤を投入する場合に
おいても、水中に入った処理剤は、そのまま投入場所近
辺に拡散し、投入位置以外の横方向へ拡散することは望
むべくもなかった。
Conventionally, when a flocculant or an algaecide is used, these treatment agents are mixed in the inflow water or introduced from the ship, but by mixing in the inflow water, a large-capacity reservoir or It was extremely difficult to evenly disperse the treatment agent in water such as lakes and swamps. Further, even when the treating agent was injected from the ship, it was not hoped that the treating agent in the water would be diffused in the vicinity of the introduction place as it was and diffused in the lateral direction other than the introduction position.

【0006】また水深の大きいダム等に使用した前記従
来公知の技術によれば、通常揚水筒の直径は40cm以上
が考えられているが、直径40cmの揚水筒内で気泡弾が
間欠的に上昇し、円滑に揚水する為には、揚水筒の長さ
は少なくとも3m以上が好ましい。然して揚水筒の上端
は、ほぼ50cm以上の水深(水面からの深さ)にあるこ
とが好ましく、かつ間欠的に気泡を発生させる空気室の
高さを50cmとすれば、水深4.5m以上でなければ良
好な揚水機能を期待することができない。
Further, according to the above-mentioned conventional technique used for a dam having a large water depth, it is considered that the diameter of the pumping cylinder is usually 40 cm or more. However, bubble bullets rise intermittently in the pumping cylinder having a diameter of 40 cm. However, in order to pump water smoothly, the length of the pumping cylinder is preferably at least 3 m or more. However, it is preferable that the upper end of the pump is at a water depth (depth from the water surface) of approximately 50 cm or more, and if the height of the air chamber that intermittently generates bubbles is 50 cm, the water depth is 4.5 m or more. Without it, a good pumping function cannot be expected.

【0007】そこで水深2mの池などにおいては、揚水
筒の直径を10cm位とし、揚水筒の長さを1m位とすれ
ば、良好な揚水機能を期待し得るが、直径10cmの揚水
筒の揚水量では容量が少な過ぎる為に(例えば水深40
mのダム等で、直径50cm、長さ10mの揚水筒1本で
50万トン〜100万トン淨水できる。)、設置本数を
著しく多くしなければ淨水の目的を達成し得ない問題点
があった。そこで揚水筒数を4本〜10数本にすること
により、小径で大容量の複合筒を得たのであるが、各揚
水筒毎に空気を供給する場合には、揚水筒相互の微妙な
条件差の為に、同時均等揚水がむつかしくなる問題点が
あった。
Therefore, in a pond having a water depth of 2 m, a good pumping function can be expected if the pumping cylinder has a diameter of about 10 cm and the pumping cylinder has a length of about 1 m. The volume is too small for the amount (for example, water depth 40
For a dam of m, etc., one pump with a diameter of 50 cm and a length of 10 m can supply 500,000 to 1 million tons of water. ), There was a problem that the purpose of water purification could not be achieved unless the number of installations was remarkably increased. Therefore, a small-diameter, large-capacity composite cylinder was obtained by setting the number of pumping cylinders to four to several. However, when supplying air to each pumping cylinder, the delicate conditions between the pumping cylinders are delicate. Due to the difference, simultaneous uniform pumping was difficult.

【0008】前記理由により、揚水筒を用いた深水層の
濁水処理の発明(特公昭58−27998号)を利用す
ることはできなかつた。
For the above-mentioned reason, a deep water layer using a pump
Utilize invention of turbid water treatment (Japanese Patent Publication No. 58-27998)
I couldn't do it.

【0009】[0009]

【課題を解決する為の手段】そこでこの発明は、湖・沼
又は貯水場などの所定の水深の位置に(たまたま深い場
所があればその位置、なければ人工的に水底を掘削して
設置する。例えば2m以上あれば可能)揚水筒を設置
し、前記揚水筒によって水を循環流動させる過程で殺
剤を拡散させることにより藻類を死滅させて、比較的
容易に淨水目的を達成したものである。
Therefore, according to the present invention, a lake, a marsh, a reservoir, or the like is installed at a predetermined water depth position (if it happens to be a deep position, if not, if not, artificially excavate the bottom of the water. (For example, 2 m or more is possible.) A pumping cylinder is installed , and the algae is killed by diffusing the algaecide in the process of circulating and flowing water by the pumping cylinder, thereby achieving the purpose of the clearing water relatively easily. It is a thing.

【0010】即ちこの発明は比較的浅い湖・沼・池又は
河川などの適所の水中に、直立設置した複数本並列した
揚水筒内に気泡彈による上昇水流を発生させ、この上昇
水流を利用して殺藻剤を付近の水中に拡散させることに
より、前記揚水筒を中心とする水域の水を上下対流循環
流動させる過程において、前記殺藻剤を全水域に拡散さ
、藻類を処理することを特徴とした浅水域における淨
水方法である。
That is, the present invention generates a rising water flow due to a bubble in a water pipe at a proper place such as a relatively shallow lake, swamp, pond or river, and causes a rising water flow to be generated in a parallel standing pumping cylinder. by diffusing into the water near the algicidal utilizing water, in the process of raising and lowering convection circulating fluidized water waters around the lifting water bottle, to diffuse the algicide to all waters, algae It is a method of cleansing water in shallow water, which is characterized by treatment.

【0011】また殺藻剤は硫酸銅又は塩化銅としたもの
である。
The algicidal agent is copper sulfate or copper chloride.
Is.

【0012】また揚水筒は、水の対流循環上、水深2m
以上の所においてより効率よく動作するので、例えば図
1図示のように、表層部と下層部とが対流し易い形状で
あることが望ましい。そこで水深を必要深さとする為に
人工的に水底を掘削して(例えばサンドポンプなど利
用)図1図示のような水底形状とすることもできる。
The pumping cylinder has a water depth of 2 m due to convection circulation of water.
In order to operate more efficiently in the above places, it is desirable that the surface layer portion and the lower layer portion have a shape that facilitates convection, as shown in FIG. 1, for example. Therefore, it is also possible to artificially excavate the water bottom (for example, using a sand pump) so as to make the water depth the required depth, and form the water bottom as shown in FIG.

【0013】前記殺藻剤が液体として与えられる時に
は、図1図示のように、揚水筒の一部に給液管を臨ま
せ、前記液剤を所定量宛供給すれば、目的を達成するこ
ともできる。前記においては、湖・沼等の中へ揚水筒を
設置することについて説明したけれども、湖・沼又は河
川から必要量の処理水を貯水場に導き、該貯水場内へ揚
水筒を設置して、殺藻を行わせる場合もある
[0013] When the front wire carrier algae agent is applied as a liquid, as in Fig. 1 shown in a part of the lifting water bottle to face the liquid supply pipe, if a predetermined amount destined supplying the liquid, to achieve the object You can also In the above, although it has been explained that the pumping cylinder is installed in the lake, the swamp, etc., the necessary amount of treated water is introduced from the lake, the swamp, or the river to the reservoir, and the pumping cylinder is installed in the reservoir . in some cases cause I line algicidal.

【0014】尚、殺藻剤の濃度は0.22 ppm〜1.0
ppmが適当である。この程度の濃度ならば、魚などを殺
すことなく、殺藻目的を達成することが確認された。
The concentration of the algicidal agent is 0.22 ppm to 1.0.
ppm is suitable. It was confirmed that the concentration of this level achieves the purpose of killing algae without killing fish.

【0015】[0015]

【作用】即ちこの発明によれば、殺藻剤を広範囲、かつ
均等に拡散させるので、水中の藻類が死滅し、かつ間欠
的に発生する上昇水流による上下対流循環作用により、
水中の溶存酸素量を増加させることができる。
[Action] That is, according to the present invention, the algicidal agent wide range, and so evenly spread, algae in water is killed, and the upper and lower convection circulation operation by intermittently increasing water flow occurs,
The amount of dissolved oxygen in water can be increased.

【0016】[0016]

【実施例1】次にこの発明の実施例を図1乃至図3につ
いて説明する。
Embodiment 1 Next, an embodiment of the present invention will be described with reference to FIGS.

【0017】図1において、水深3m(鎖線47)の水
底を実線図示47aのように掘削し、最深部を5mと
し、該部へ複合筒2を設置する。この複合筒2の設置場
所は、水量、水深および水底の形状によって異なるが、
例えば水量1000トン〜500トン毎に直径20cmの
揚水筒1本を設置する計算のもとに複合筒2を構成す
る。図1の場合に、揚水は矢示48、48aのように左
右へ拡散され、水面から水底に下降し、水底をはって複
合筒に到って矢示48b、48cのように再び揚水さ
れ、これを繰返すことになる。また図2は湖50に対す
る複合筒2、2a、2b、2cの設置位置を示す。次に
図3は湖51の一側へ鎖線53より放水路52に亘る間
に人口水路49を作り、該部のみへ複合筒2、2aを設
置したのみである。何れにしても通過する水を全部淨水
しようという構成になっている。
In FIG. 1, the water bottom having a water depth of 3 m (chain line 47) is excavated as shown by a solid line 47 a, the deepest part is set to 5 m, and the composite cylinder 2 is installed in the part. The installation location of the composite cylinder 2 varies depending on the amount of water, the water depth, and the shape of the water bottom.
For example, the composite cylinder 2 is constructed based on the calculation that one pump cylinder having a diameter of 20 cm is installed for every 1000 to 500 tons of water. In the case of FIG. 1, the pumping is diffused to the left and right as shown by arrows 48 and 48a, descends from the water surface to the bottom of the water, reaches the composite cylinder through the bottom of the water, and is pumped again as shown by arrows 48b and 48c. , This will be repeated. 2 shows the installation positions of the composite cylinders 2, 2a, 2b, 2c with respect to the lake 50. Next, in FIG. 3, the artificial canal 49 is formed between the chain line 53 and the discharge canal 52 on one side of the lake 51, and the composite cylinders 2 and 2a are installed only in this part. In any case, the structure is such that all the water that passes through will be washed out.

【0018】前記複合筒2を構成する円筒1の薬注ホー
ス32へ適量(例えば10〜30 ppmの濃度)の殺藻
(例えば塩化アルミニウム)を殺藻剤槽60から供給す
れば、前記矢示48、48aのように水が拡散するのに
つれて殺藻剤も拡散し、浮遊藻類を死滅させ、これを沈
澱させることができる。図中61はコンプレッサーであ
る。
If an appropriate amount (for example, a concentration of 10 to 30 ppm) of algaecide (for example, aluminum chloride) is supplied from the algaecide tank 60 to the chemical injection hose 32 of the cylinder 1 that constitutes the composite cylinder 2, the arrow will be used. algaecide as the water diffuses as shown 48,48a also diffuse, kill floating遊藻compound can be precipitated them. In the figure, 61 is a compressor.

【0019】[0019]

【実施例2】次にこの発明の実施に用いる装置の例を図
乃至図に基づいて説明する。
[Embodiment 2] Next, an example of an apparatus used for carrying out the present invention
It will be described with reference to 4 through 6.

【0020】直径10cm、長さ1mの円筒1、1a、1
b、1cを直立並列して、複合筒2を構成し、前記各円
筒1、1a、1b、1cの夫々の下部へ空気室3、3
a、3b、3cを連結し、前記複合筒2の外周部で、前
記空気室3、3a、3b、3cの上方へ環状の蓄気室4
を複合筒2の外側に嵌装固定し、蓄気室4と、前記各空
気室3、3a、3b、3cとは夫々給気パイプ5、5
a、5b、5cで連結したもので、図中6は蓄気室4へ
加圧空気を送る為の送気ホース、7、7は複合筒2を水
中へ直立する為の自立ブイ、8は複合筒2の下端と所定
の間隔を保って設置した水底に堆積した泥等の吸込を防
止する為の吸込防止板、9は揚水装置を安定化する為の
重錘である。前記空気室3、3a、3b、3cは、各円
筒1、1a、1b、1cの外側へ所定間隔で平面円弧状
に設置された内仕切板10、中仕切板11、外板12と
区画板13、13とにより囲まれた空間により構成され
ている。
Cylinders 1, 1a, 1 having a diameter of 10 cm and a length of 1 m
b and 1c are arranged upright side by side to form a composite cylinder 2, and air chambers 3 and 3 are provided below the respective cylinders 1, 1a, 1b and 1c.
a, 3b, 3c are connected to each other, and an annular air storage chamber 4 is provided above the air chambers 3, 3a, 3b, 3c at the outer peripheral portion of the composite cylinder 2.
Is fitted and fixed to the outside of the composite cylinder 2, and the air storage chamber 4 and the air chambers 3, 3a, 3b, 3c are provided with air supply pipes 5, 5 respectively.
In the figure, 6 is an air supply hose for sending pressurized air to the accumulator 4, 7, 7 are self-standing buoys for erecting the composite cylinder 2 into the water, and 8 is A suction preventing plate for preventing suction of mud and the like accumulated on the water bottom installed at a predetermined distance from the lower end of the composite cylinder 2, and 9 is a weight for stabilizing the pumping device. The air chambers 3, 3a, 3b, and 3c are inner partition plates 10, intermediate partition plates 11, outer plates 12, and partition plates that are installed outside the respective cylinders 1, 1a, 1b, and 1c in a plane arc shape at predetermined intervals. It is constituted by a space surrounded by 13 and 13.

【0021】前記実施例において、図中送気ホース6
から、矢示14のように加圧空気を送ると、加圧空気は
蓄気室4に充満し、所定の圧力になったならば、送気パ
イプ5、5a、5b、5cを経て矢示15のように各空
気室3、3a、3b、3c内へ送入される(爾後蓄気室
4には常時設定気圧の空気が充満している)。そこで、
空気室の外室16内と、連通孔23を介して中室17内
に空気が入ると、各室内の空気増加につれて、各室内の
水位が矢示18のように押し下げられるので、各室内の
水は矢示19のように空気室底の連通孔24を経て外室
16から外へ、又は矢示20、21のように連通孔2
5、26を経て中室17内、内室22内から円筒体1内
へ排出される。
[0021] In the embodiment, in FIG. 5 air line 6
Therefore, when the pressurized air is sent as shown by the arrow 14, the pressurized air fills the air storage chamber 4, and when it reaches a predetermined pressure, the pressurized air is sent through the air supply pipes 5, 5a, 5b, 5c. The air is fed into each of the air chambers 3, 3a, 3b, 3c as indicated by 15 (the post-accumulation chamber 4 is always filled with air at the set atmospheric pressure). Therefore,
When air enters the outer chamber 16 of the air chamber and the middle chamber 17 through the communication hole 23, the water level in each chamber is pushed down as indicated by the arrow 18 as the air in each chamber increases, so that Water passes from the outer chamber 16 to the outside through the communication hole 24 at the bottom of the air chamber as shown by the arrow 19, or as shown by arrows 20 and 21.
It is discharged into the cylindrical body 1 from inside the inner chamber 17 and inside the inner chamber 22 via 5 and 26.

【0022】このようにして、前記各室内の水位が図
中鎖線27の位置に到達したならば、外室16と、中室
17内の空気は、連通孔23、25を経て内室22内を
上昇し、連通孔26より円筒1内へ排出されるが、この
場合の空気量は、外室16、内室17の容量とほぼ同一
の比較的大量である為に、円筒1内へ入ると、気泡弾2
8となって矢示29のように上昇する。従って気泡弾2
8はその浮力により、円筒1内ではその上方の水を押し
上げ、下方の水を引上げることになる。前記気泡弾28
が円筒より放出されると共に、揚水の流速は逐次低下
し、次の気泡弾28の放出によって再び流速が早くな
る。従って、気泡弾28が適度の間隔で放出されるよう
に空気室3、3a、3b、3cの容量を設計すれば、効
率よく揚水することができる。また空気量は円筒1の直
径に対応して適宜選定し、円筒1内で可及的速やかに砲
弾形となり、その浮力を十分に利用できるようにする。
[0022] In this way, the water level in each chamber 5
When the position of the middle chain line 27 is reached, the air in the outer chamber 16 and the air in the middle chamber 17 rises in the inner chamber 22 through the communication holes 23 and 25 and is discharged into the cylinder 1 through the communication hole 26. However, since the amount of air in this case is a relatively large amount, which is almost the same as the capacity of the outer chamber 16 and the inner chamber 17, when it enters the cylinder 1, the air bubbles 2
It becomes 8 and rises like the arrow 29. So bubble 2
Due to its buoyancy, 8 pushes up the water above it in the cylinder 1 and pulls up the water below it. The bubble bullet 28
As the water is discharged from the cylinder, the flow velocity of the pumping water is gradually reduced, and the flow velocity is increased again by the next discharge of the bubble bullet 28. Therefore, if the capacities of the air chambers 3, 3a, 3b, 3c are designed so that the bubble bullets 28 are discharged at appropriate intervals, water can be efficiently pumped. Further, the amount of air is appropriately selected in accordance with the diameter of the cylinder 1, so that the air volume becomes a bullet shape in the cylinder 1 as quickly as possible and the buoyancy thereof can be fully utilized.

【0023】図中32は殺藻剤を送る薬注ホースであ
って、淨水すべき湖、沼又は池などの水中に藻類が繁殖
しすぎた場合には殺藻剤を散布してこれらを死滅させる
などの処理の際に用いる。従って各円筒1又は所定の円
筒1aへ薬注ホース32を連結することにより必要に応
じ、前記薬液を揚水により拡散、循環させれば、効率よ
く目的を達成することができる。
[0023] FIG. 5 of 32 is a dosing hose to send the algaecides, the lake should be Kiyoshimizu, in the case of algae in the water, such as a swamp or pond is too breed if it is sprayed with algaecides It is used for processing such as killing these. Therefore, by connecting the chemical injection hose 32 to each of the cylinders 1 or the predetermined cylinder 1a, the chemical solution can be diffused and circulated by pumping water as needed, whereby the objective can be efficiently achieved.

【0024】前記実施例によれば、蓄気室から各空気室
へ空気を供給するので、供給圧力および量を各円筒毎に
同一にできる。従って各空気室を同一容量にしておけ
ば、各円筒から同時に気泡弾28を放出することができ
ることになり、恰も大口径の揚水筒を一本用いた場合と
同一効果を期待することができる。
According to the above embodiment, since air is supplied from the air storage chamber to each air chamber, the supply pressure and amount can be made the same for each cylinder. Therefore, if each air chamber has the same volume, the bubble bullets 28 can be discharged from each cylinder at the same time, and the same effect can be expected as in the case of using one pumping cylinder having a large diameter.

【0025】[0025]

【発明の効果】即ちこの発明によれば、揚水筒による揚
水の対流循環を利用して殺藻剤を拡散させるので、曝気
と同時に薬剤を拡散し、溶存酸素量の増大と、藻類の死
滅によって容易に淨水し得る効果がある。
Effects of the Invention] That is, according to the present invention, since the diffuse algicidal utilizing convection circulation pumping by lifting canteen, aeration and spreading the drug at the same time, the increase of dissolved oxygen, killing the algae There is an effect that can be easily flushed.

【0026】この発明によれば、殺藻剤小径の並立揚水
筒を用いたので浅水域へ効率よく拡散させることができ
るので、局部的濃淡がなく、均一濃度で使用し得る効果
がある。従来果し得なかつた浅水域の殺藻を確実に行う
ことができた。
[0026] According to the present invention, the parallel pumping with a small diameter of the algaecide
Since a cylinder is used, it can be efficiently diffused into a shallow water area, so that there is no local light and shade, and there is an effect that it can be used in a uniform concentration. Reliably perform algae killing in shallow water that was previously profitable
I was able to.

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

【図1】この発明の使用状態における断面図。FIG. 1 is a cross-sectional view of the use state of the present invention.

【図2】同じく湖沼における配置平面図。FIG. 2 is a plan view of the same layout in a lake.

【図3】同じく湖沼に淨水部を設けた場合の配置平面
図。
FIG. 3 is a layout plan view when a fresh water section is provided in the lake as well.

【図4】同じく実施に用いる他の装置の斜視図。 FIG. 4 is a perspective view of another device used for carrying out the invention.

【図5】同じく一部縦断拡大正面図。 FIG. 5 is a partially enlarged vertical front view of the same.

【図6】同じく連通孔における横断拡大平面図。 FIG. 6 is an enlarged cross-sectional plan view of the communication hole.

【符号の説明】[Explanation of symbols]

1 円筒 2、2a、2b、2c 複合筒 3、3a、3b、3c 空気室 4 蓄気室 5、5a、5b、5c 給気パイプ 6 送気ホース 7 自立ブイ 8 吸込防止板 9 重錘 10 内仕切板 11 中仕切板 12 外板 13 区画板 14 外室 17 中室 23、24、25、26 連通孔 28 気泡弾 32 薬注ホース 49 人工水路 52 放水路 60 殺藻剤槽1 cylinder 2, 2a, 2b, 2c composite cylinder 3, 3a, 3b, 3c air chamber 4 air storage chamber 5, 5a, 5b, 5c air supply pipe 6 air supply hose 7 self-standing buoy 8 suction prevention plate 9 inside weight 10 Partition plate 11 Middle partition plate 12 Outer plate 13 Partition plate 14 Outer chamber 17 Middle chamber 23, 24, 25, 26 Communication hole 28 Bubble shell 32 Chemical injection hose 49 Artificial water channel 52 Water discharge channel 60 Algaecide tank

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 比較的浅い湖・沼・池又は河川などの適
所の水中に、直立設置した複数本並列した揚水筒内に
泡彈による上昇水流を発生させ、この上昇水流を利用し
殺藻剤を付近の水中に拡散させることにより、前記揚
水筒を中心とする水域の水を上下対流循環流動させる過
程において、前記殺藻剤を全水域に拡散させ、藻類を処
理することを特徴とした浅水域における淨水方法。
1. A relatively shallow in place of water, such as lakes, marshes, ponds or rivers, air upright installed with a plurality of juxtaposed lifting the water bottle
To generate increased water flow due Awa彈 by diffusing algicidal using this increased flow of water around, in the process of raising and lowering convection circulating fluidized water waters around the lifting water bottle, the killing A method of draining water in shallow water, characterized by diffusing algal agents in all water areas to treat algae .
【請求項2】 殺藻剤は硫酸銅又は塩化銅とした請求項
1記載の浅水域における淨水方法。
2. The algaecide is copper sulfate or copper chloride.
1. The method of cleansing water in shallow water described in 1.
JP5088891A 1987-03-27 1993-04-15 How to clean water in shallow water Expired - Fee Related JPH0716661B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP62073403A JPS63240989A (en) 1987-03-27 1987-03-27 Method and device for purifying water in shallow water region
KR1019870004167A KR950002539B1 (en) 1987-03-27 1987-04-29 Lake water clarification method and apparatus
JP5088891A JPH0716661B2 (en) 1987-03-27 1993-04-15 How to clean water in shallow water

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP62073403A JPS63240989A (en) 1987-03-27 1987-03-27 Method and device for purifying water in shallow water region
JP5088891A JPH0716661B2 (en) 1987-03-27 1993-04-15 How to clean water in shallow water

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP62073403A Division JPS63240989A (en) 1987-03-27 1987-03-27 Method and device for purifying water in shallow water region

Publications (2)

Publication Number Publication Date
JPH067768A JPH067768A (en) 1994-01-18
JPH0716661B2 true JPH0716661B2 (en) 1995-03-01

Family

ID=26414546

Family Applications (2)

Application Number Title Priority Date Filing Date
JP62073403A Granted JPS63240989A (en) 1987-03-27 1987-03-27 Method and device for purifying water in shallow water region
JP5088891A Expired - Fee Related JPH0716661B2 (en) 1987-03-27 1993-04-15 How to clean water in shallow water

Family Applications Before (1)

Application Number Title Priority Date Filing Date
JP62073403A Granted JPS63240989A (en) 1987-03-27 1987-03-27 Method and device for purifying water in shallow water region

Country Status (2)

Country Link
JP (2) JPS63240989A (en)
KR (1) KR950002539B1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6248369B1 (en) * 1996-10-28 2001-06-19 Bay Chemical And Supply Company Water treatment process
US6576594B2 (en) 1996-10-28 2003-06-10 Bay Chemical And Supply Company Water treatment process
CN101877962B (en) * 2007-10-18 2014-04-30 株式会社片山化学工业研究所 Method for sustaining effect of preventing marine biofouling
KR101146749B1 (en) * 2009-08-25 2012-05-17 미주엔비켐 주식회사 Inorganic cohesive agents for water-treatment and Preparing method thereof
JP5296646B2 (en) * 2009-09-15 2013-09-25 株式会社 米崎 Stirring device having an air lift pump

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS588385U (en) * 1981-07-07 1983-01-19 川口 サチ子 pajiyama organizing bag
JPS5827998A (en) * 1981-08-14 1983-02-18 Ebara Yuujiraito Kk Coloring method for metallic product

Also Published As

Publication number Publication date
JPS63240989A (en) 1988-10-06
JPH0573479B2 (en) 1993-10-14
KR950002539B1 (en) 1995-03-21
JPH067768A (en) 1994-01-18
KR880011023A (en) 1988-10-25

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