JP2000079398A - Water purifying apparatus - Google Patents
Water purifying apparatusInfo
- Publication number
- JP2000079398A JP2000079398A JP18041099A JP18041099A JP2000079398A JP 2000079398 A JP2000079398 A JP 2000079398A JP 18041099 A JP18041099 A JP 18041099A JP 18041099 A JP18041099 A JP 18041099A JP 2000079398 A JP2000079398 A JP 2000079398A
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- air
- water
- double
- contact material
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、エアーレーション
効果、河川水の循環効果等により水処理用接触材に付着
した微生物による有機物の酸化分解作用を促進すると共
に植物プランクトンの増殖集積を抑制する水質浄化装置
に関するものである。TECHNICAL FIELD The present invention relates to water quality that promotes the oxidative decomposition of organic matter by microorganisms attached to a contact material for water treatment due to an aeration effect, a circulating effect of river water, and the like, and suppresses the growth and accumulation of phytoplankton. The present invention relates to a purification device.
【0002】[0002]
【従来の技術】近年、河川は、水質悪化の一途を辿って
いる。これは、産業排水や生活排水に混入する有機物が
起源の懸濁物質や溶解物質、上層水と底層水との循環不
足により、水の滞留した底層で嫌気状態になったことに
よる底泥からの汚濁物質の発生や、上層では増殖した植
物プランクトン等が水中に多量に浮遊するようになった
こと等が要因とされている。ところで、このような河川
を浄化する水質浄化装置として、河川内に直接水処理用
接触材を設置するようにしたものがある。これには、図
8に示すように、紐材101の周囲にループ状小糸体か
らなる水処理用接触材100を上下に亘って複数放射状
に設け、紐材101の上端に浮体102を付けて下端を
河底に固定したものや、図9に示すように、自己浮力を
有する横断面菊型の棒状不織布からなる水処理用接触材
103を紐材101を介して河底に固定したもの等があ
る。これらは、水処理用接触材100または103に、
微生物を付着させ、この付着形成された微生物膜が河川
内の有機物を酸化分解する作用を利用したものである。2. Description of the Related Art In recent years, rivers have been deteriorating in water quality. This is due to suspended matter and dissolved substances originating from organic matter mixed in industrial and domestic wastewater, and lack of circulation between the upper and bottom waters. It is considered that factors such as the generation of pollutants and the large amount of phytoplankton and the like grown in the upper layer float in water. By the way, as a water purification device for purifying such a river, there is a device in which a contact material for water treatment is directly installed in a river. As shown in FIG. 8, a plurality of water treatment contact members 100 formed of loop-like small filaments are provided radially around the string material 101, and a floating body 102 is attached to the upper end of the string material 101. The lower end is fixed to the riverbed, or as shown in FIG. 9, a water treatment contact member 103 made of a bar-shaped nonwoven fabric having a self-buoyant cross-section chrysanthemum is fixed to the riverbed via a string material 101. There is. These are provided in the water treatment contact material 100 or 103,
Microorganisms are attached, and the attached microbial film utilizes the action of oxidatively decomposing organic substances in a river.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記し
た従来の水質浄化装置は、溶存酸素の少ない河川の底層
部では、水処理用接触材の下部が嫌気化してしまい微生
物が酸欠状態となって繁殖しづらく、このことを解消す
るために河底に散気管104を設置してエアーレーショ
ンを行ったとしても、散気管から吹出した気泡が河川の
水流に流されてしまい、気泡と水処理用接触材の接触効
率が悪く、前記問題が解消されない。また、上層水と底
層水の循環の少ない河川では、上記問題と相俟って上層
での植物プランクトンの増殖や底質悪化による水質の悪
化が改善されない。更に、水処理用接触材が無機物等の
付着物で目詰まりを起こした場合に、人力による清掃作
業が必要であり、その作業時間および人件費等の浪費が
大きい。However, in the above-mentioned conventional water purification apparatus, the lower part of the contact material for water treatment is anaerobic in the bottom layer of the river with little dissolved oxygen, and the microorganisms are in an oxygen-deficient state. Even if the aeration is performed by installing a diffuser 104 at the bottom of the river to solve this, it is difficult to breed, but the bubbles blown out from the diffuser will be flown into the water flow of the river, and the bubbles and water treatment The contact efficiency of the contact material is poor, and the above problem cannot be solved. In addition, in a river with little circulation of upper layer water and bottom layer water, deterioration of water quality due to phytoplankton multiplication or lowering of bottom quality in the upper layer is not improved in combination with the above problem. Further, when the contact material for water treatment is clogged with deposits such as inorganic substances, cleaning work by human power is required, and the work time and labor cost are large.
【0004】本発明は上記従来事情に鑑みてなされたも
のであり、その目的とする処は、エアーレーションで溶
存酸素を増加しながら河川の上底層水の循環を促進し
て、微生物による有機物の酸化分解作用を河川の諸条件
に拘わらずに効率的に活性化する上、植物プランクトン
の増殖集積を抑制し、長期的には底質の改善効果も具備
する水質浄化装置を提供することにある。また、他の目
的とする処は、大雨降雨時等増水時にも河川の水流を阻
害せず、更に、水処理用接触材付着物の清掃作業を容易
にする水質浄化装置を提供することにある。The present invention has been made in view of the above-mentioned circumstances, and an object of the present invention is to increase the dissolved oxygen by aeration and to promote the circulation of the upper and lower layer water of a river, thereby enabling microorganisms to remove organic matter. It is an object of the present invention to provide a water purification device that efficiently activates oxidative decomposition regardless of various river conditions, suppresses the growth and accumulation of phytoplankton, and also has an effect of improving sediment in the long term. . Another object of the present invention is to provide a water purification device that does not hinder the flow of water in a river even when water is increased, such as during heavy rainfall, and that further facilitates the work of cleaning the contact material for water treatment. .
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
の本発明の技術的手段として、請求項1は、上下開放型
の防護筒内に、内部に確保された上下を開放するエアー
上昇用案内路にその表面が臨んだ状態で水処理接触材を
配置し、前記防護筒を保持手段で水中に鉛直状に保持す
ると共に前記エアー上昇用案内路の下側にエアー噴出部
を配設していることを要旨とする。請求項2は、上下両
端を開放した防護筒内にその筒芯と一致させて上端を閉
口し下端を開放した内筒を両筒間に空間を確保させた状
態で支持して二重筒を構成し、この二重筒において内筒
下端を防護筒下端よりも上方に位置させ、その二重筒
を、水面に設けた筏や河岸に設けた固定具に吊持部材を
介して水中に没するように吊持し、その二重筒における
防護筒内面または内筒外面に前記空間の幅寸法よりも肉
薄な水処理用接触材を設けて同水処理用接触材と内筒外
面との間または同水処理用接触材と防護筒内面との間に
同水処理用接触材に臨むエアー上昇用案内路を形成し、
該内筒内にエアーを噴出して前記二重筒に浮力を発生さ
せるエアー噴出部を備えると共に、前記二重筒の下部に
該二重筒を鉛直状にする錘を設け、内筒下端側にエアー
溢出口を同一円周上に等間隔をおいて複数個開孔してい
ることを要旨とする。請求項3は、上下両端を開放した
防護筒内にその筒芯と一致させて上端を閉口し下端を開
放した内筒を両筒間に空間を確保させた状態に支持して
二重筒を構成し、この二重筒において内筒下端を防護筒
下端よりも上方に位置させ、その二重筒における防護筒
内面または内筒外面に前記空間の幅寸法よりも肉薄な水
処理用接触材を設けて同水処理用接触材と内筒外面との
間または同水処理用接触材と防護筒内面との間に同水処
理用接触材に臨むエアー上昇用案内路を形成し、該内筒
内にエアーを噴出して前記二重筒に浮力を発生させるエ
アー噴出部を備えると共に、その二重筒を、河底に繋ぎ
止める可撓性部材で連結して水中に没入する状態に支持
し、内筒の下端側の同一円周上にエアー溢出口を等間隔
をおいて複数個開孔していることを要旨とする。請求項
4は、請求項2又は3記載の防護筒がその外周に空間を
介して外筒を支持することで中間筒として使用され、該
外筒の上下端をそれぞれ該中間筒の上下端近傍に位置さ
せたことを要旨とする。請求項5は、請求項2記載の防
護筒がその外周に空間を介して外筒を支持することで中
間筒として使用され、該外筒の上下端をそれぞれ該中間
筒の上下端近傍に位置させると共に、前記二重筒の下部
に設けた前記錘に代えて該外筒の外周下部に錘を設けた
ことを要旨とする。請求項6は、請求項4又は5記載の
外筒が、前記防護筒に対して上下高さ位置調節可能に構
成されていることを要旨とする。請求項7は、請求項2
乃至6何れか1項記載の防護筒が、前記内筒に対して上
下高さ位置調節可能に構成されていることを要旨とす
る。請求項8は、請求項2乃至7何れか1項記載の内筒
が、前記エアー溢出口を有さないものであることを要旨
とする。As a technical means of the present invention for achieving the above object, a first aspect of the present invention is to provide a vertically open type protective cylinder with an air rising and lowering opening secured inside the upper and lower. A water treatment contact material is arranged with its surface facing the guideway, and the protective cylinder is vertically held in water by holding means, and an air ejection portion is provided below the air-elevating guideway. The gist is that Claim 2 is to support the inner cylinder in the protective cylinder having upper and lower ends opened in a state in which a space is secured between the two cylinders by keeping the upper end closed and the lower end opened in the protective cylinder aligned with the cylinder core. In this double cylinder, the lower end of the inner cylinder is positioned above the lower end of the protective cylinder, and the double cylinder is submerged in a raft provided on the water surface or a fixture provided on the river bank via a hanging member. So that a water treatment contact material thinner than the width dimension of the space is provided on the inner surface of the protection cylinder or the outer surface of the inner cylinder of the double cylinder, and between the water treatment contact material and the outer surface of the inner cylinder. Alternatively, a guide path for air rise facing the water treatment contact material is formed between the water treatment contact material and the inner surface of the protective cylinder,
The double cylinder has an air ejection section for injecting air into the inner cylinder to generate buoyancy, and a weight that makes the double cylinder vertical is provided below the double cylinder, and a lower end of the inner cylinder is provided. The gist is that a plurality of air overflow ports are opened at equal intervals on the same circumference. Claim 3 supports the double cylinder in a state in which a space is secured between the two cylinders in a protective cylinder having upper and lower ends opened and aligned with the core of the cylinder and having an upper end closed and a lower end opened. In this double cylinder, the lower end of the inner cylinder is located above the lower end of the protection cylinder, and a water treatment contact material thinner than the width dimension of the space on the inner surface of the protection cylinder or the outer surface of the inner cylinder in the double cylinder. Forming a guide path for raising the air facing the water treatment contact material between the water treatment contact material and the outer surface of the inner cylinder or between the water treatment contact material and the inner surface of the protective cylinder; A double-cylinder is provided with an air-ejecting portion for emitting air into the double-cylinder to generate buoyancy, and the double-cylinder is connected to a riverbed by a flexible member and supported in a state of being immersed in water. The point is that a plurality of air overflow ports are opened at equal intervals on the same circumference on the lower end side of the inner cylinder. To. According to a fourth aspect of the present invention, the protective cylinder according to the second or third aspect is used as an intermediate cylinder by supporting the outer cylinder on the outer periphery thereof through a space, and the upper and lower ends of the outer cylinder are respectively located near the upper and lower ends of the intermediate cylinder. The gist is that it was located at According to a fifth aspect of the present invention, the protective cylinder according to the second aspect is used as an intermediate cylinder by supporting the outer cylinder on the outer periphery thereof through a space, and the upper and lower ends of the outer cylinder are respectively located near the upper and lower ends of the intermediate cylinder. In addition, the gist is that a weight is provided at a lower part of the outer cylinder in place of the weight provided at a lower part of the double cylinder. A sixth aspect of the present invention is characterized in that the outer cylinder according to the fourth or fifth aspect is configured to be capable of adjusting the vertical position with respect to the protective cylinder. Claim 7 is Claim 2
The gist is that the protective cylinder according to any one of the above items 6 to 6 is configured to be able to adjust the vertical position with respect to the inner cylinder. An eighth aspect of the present invention is that the inner cylinder according to any one of the second to seventh aspects does not have the air overflow port.
【0006】上記技術的手段によれば、本発明は、下記
の作用を奏する。 (請求項1)エアー噴出部から噴出したエアーを、河川
の水流の影響を受けない防護筒内で水処理用接触材に全
体的に接触させながら浮上させることで、水処理用接触
材の全体に付着した微生物の増殖と微生物による有機物
の酸化分解作用とを活性化させる。更に、エアー上昇用
案内路を浮上するエアーが水の上昇流を発生し、この上
昇流により防護筒下端から水を吸上げてその水を防護筒
上端から吐出する。 (請求項2)エアー噴出部から噴出したエアーを、内筒
内に溜めて浮力を発生させることで水中内での水質浄化
装置全体の重量を軽減させ、この浮力と錘とがそれぞれ
二重筒上下で上方向の力と下方向の力として作用し、二
重筒を河川の水流に対抗して鉛直状に保持する。更に、
内筒下端側にエアー溢出口を同一円周上に等間隔をおい
て複数個開孔しているので、内筒内のエアーを内筒の全
周から満遍なく溢出させ、その溢出したエアーがエアー
上昇用案内路を水処理用接触材に全体的に接触しながら
浮上し、これにより、水処理用接触材の全体に付着した
微生物の増殖と微生物による有機物の酸化分解作用とを
活性化させる。その上、エアー上昇用案内路を浮上する
エアーが水の上昇流を発生して、この上昇流により二重
筒下端から水を吸上げてその水を二重筒上端から吐出す
る。更に、エアーの供給量をエアー溢出口から溢出する
エアーの流量よりも増やせば、内筒下端の開口部からも
エアーを溢出するため、エアー溢出口から溢出するエア
ーに内筒下端の開口部から溢出したエアーが加勢されて
前記水の上昇流の流勢を増す。 (請求項3)エアーを継続的に供給すると、内筒内にエ
アーが溜まり、このエアー室の浮力により二重筒を起立
させて鉛直状に保持する。更に、内筒下端側にエアー溢
出口を同一円周上に等間隔をおいて複数個開孔している
ので、内筒内のエアーを内筒全周から満遍なく溢出さ
せ、その溢出したエアーがエアー上昇用案内路を水処理
用接触材に全体的に接触しながら浮上するため、水処理
用接触材の全体に付着した微生物の増殖と微生物による
有機物の酸化分解作用とを活性化させる。その上、エア
ー上昇用案内路を浮上するエアーが水の上昇流を発生し
て、この上昇流により二重筒下端から水を吸上げてその
水を二重筒上端から吐出する。更に、エアーの供給量を
エアー溢出口から溢出するエアーの流量よりも増やせ
ば、内筒下端の開口部からもエアーを溢出するため、エ
アー溢出口から溢出するエアーに内筒下端の開口部から
溢出したエアーが加勢されて前記上昇流の流勢を増す。
また、エアーの供給を止めると、河川水の勢力で二重筒
が傾いたときに内筒下端の開口部からエアーを溢出し、
浮力を弱めて、二重筒は倒伏する。 (請求項4)該水質浄化装置の下端側において中間筒と
外筒の間の水の一部が該装置外の河川水と共に前記エア
ー上昇用案内路に引き込まれるため、中間筒と外筒の間
の空間には下降流が発生する。そして、この下降流によ
って、該水質浄化装置の上端側においては、該装置外の
河川水がエアー上昇用案内路から流出した水の一部と共
に中間筒と外筒の間に引き込まれる。従って、該水質浄
化装置は、エアー上昇用案内路によって河川の底層水を
上層に上昇させると同時に、中間筒と外筒の間の空間に
よって河川の上層水を下層に下降させる。 (請求項5)二重筒の下部の錘に代えて外筒の外周下部
に錘を設けることにより、中間筒と外筒の間の空間に発
生した下降流や、同空間の下方側から前記エアー上昇用
案内路に回り込む水の流れが錘によって阻害されること
がない。 (請求項6)中間筒として使用される防護筒に対する外
筒の上下高さ位置を調節することによって、内筒と防護
筒の間における上下端の開口部と、防護筒と外筒の間に
おける上下端の開口部との位置関係が、上下端のそれぞ
れにおいて可変されるため、防護筒と外筒の間に発生す
る下降流の流勢が調整される。 (請求項7)防護筒を内筒に対して上下高さ位置調節可
能にしているため、防護筒上下端開放部の水深を調節可
能にする。 (請求項8)内筒内に溜まったエアーを内筒の最下端で
ある開口部より溢出させることで、溢出したエアーが、
その全量を防護筒の下端開口部に近い位置から浮上する
ので、防護筒下端開口部での水の吸引力が強まる共に、
エアー上昇用案内路内に発生する水の流勢を増す。According to the above technical means, the present invention has the following effects. (Claim 1) The entire surface of the water treatment contact material is floated by causing the air ejected from the air ejection portion to come into contact with the water treatment contact material entirely in a protective cylinder not affected by the water flow of the river. Activates the growth of microorganisms attached to the soil and the oxidative decomposition of organic substances by the microorganisms. Further, the air floating on the air rising guideway generates an upward flow of water, and this upward flow sucks up water from the lower end of the protective cylinder and discharges the water from the upper end of the protective cylinder. (Claim 2) The air ejected from the air ejection portion is accumulated in the inner cylinder to generate buoyancy, thereby reducing the weight of the entire water purification device in water, and the buoyancy and the weight are each a double cylinder. It acts as an upward force and a downward force at the top and bottom, and holds the double cylinder vertically against the water flow of the river. Furthermore,
At the lower end side of the inner cylinder, multiple air outlets are opened at equal intervals on the same circumference, so that the air in the inner cylinder overflows from the entire circumference of the inner cylinder evenly, and the overflowed air is The ascending guideway floats while being entirely in contact with the contact material for water treatment, thereby activating the growth of microorganisms attached to the entire contact material for water treatment and the oxidative decomposition of organic substances by the microorganisms. In addition, the air that floats on the air-raising guideway generates a rising flow of water, and the rising flow sucks water from the lower end of the double cylinder and discharges the water from the upper end of the double cylinder. Furthermore, if the air supply is increased beyond the flow rate of the air that overflows from the air overflow, the air also overflows from the opening at the lower end of the inner cylinder. The overflowing air is energized to increase the upward flow of the water. (Claim 3) When air is continuously supplied, air accumulates in the inner cylinder, and the buoyancy of the air chamber causes the double cylinder to stand upright and to be held vertically. Furthermore, since multiple air outlets are opened at the lower end of the inner cylinder at equal intervals on the same circumference, the air in the inner cylinder overflows evenly from the entire circumference of the inner cylinder. Since the air-raising guideway floats while contacting the entire contact member for water treatment, the growth of microorganisms attached to the entire contact member for water treatment and the oxidative decomposition of organic substances by the microorganisms are activated. In addition, the air that floats on the air-raising guideway generates a rising flow of water, and the rising flow sucks water from the lower end of the double cylinder and discharges the water from the upper end of the double cylinder. Furthermore, if the air supply is increased beyond the flow rate of the air that overflows from the air overflow, the air also overflows from the opening at the lower end of the inner cylinder. The overflowing air is energized to increase the flow of the upward flow.
Also, when the supply of air is stopped, the air overflows from the opening at the lower end of the inner cylinder when the double cylinder tilts due to the power of river water,
With reduced buoyancy, the double cylinder falls down. (4) Since a part of the water between the intermediate cylinder and the outer cylinder at the lower end side of the water purification device is drawn into the air rising guideway together with the river water outside the apparatus, the intermediate cylinder and the outer cylinder are separated from each other. A downward flow is generated in the space between them. By this downward flow, on the upper end side of the water purification device, the river water outside the device is drawn into the space between the intermediate cylinder and the outer cylinder together with a part of the water flowing out from the air ascending guideway. Therefore, the water purification device raises the bottom water of the river to the upper layer by the guide path for air rise, and at the same time, lowers the upper water of the river to the lower layer by the space between the intermediate cylinder and the outer cylinder. (Claim 5) By providing a weight at the lower part of the outer cylinder in place of the weight at the lower part of the double cylinder, the downward flow generated in the space between the intermediate cylinder and the outer cylinder or the downward flow from the space The flow of water flowing around the air ascending guideway is not obstructed by the weight. (Claim 6) By adjusting the vertical position of the outer cylinder with respect to the protective cylinder used as the intermediate cylinder, the upper and lower openings between the inner cylinder and the protective cylinder, and the gap between the protective cylinder and the outer cylinder. Since the positional relationship between the upper and lower ends and the opening is variable at each of the upper and lower ends, the flow force of the downward flow generated between the protective cylinder and the outer cylinder is adjusted. (Claim 7) Since the height of the protection cylinder is adjustable with respect to the inner cylinder, the water depth of the upper and lower ends of the protection cylinder can be adjusted. (Claim 8) By causing air accumulated in the inner cylinder to overflow from the opening at the lowermost end of the inner cylinder, the overflowed air is
Since the whole amount floats from the position near the lower end opening of the protection cylinder, the water suction force at the lower end opening of the protection cylinder increases,
Increases the flow of water generated in the air rise guideway.
【0007】[0007]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1及び図4は、本発明に係わる
水質浄化装置の一実施の形態を示す。水質浄化装置10
は、図1に示すように、河川A内の水中に保持手段4に
より鉛直状に吊持された二重筒3と、この二重筒3内に
収容された水処理用接触材1と、二重筒3内の下部に固
定されたエアー噴出部15とを備え、図4に示すよう
に、河川A内に複数設けられている。Embodiments of the present invention will be described below with reference to the drawings. 1 and 4 show an embodiment of the water purification device according to the present invention. Water purification device 10
As shown in FIG. 1, a double cylinder 3 vertically suspended by water holding means 4 in water in a river A, a contact material 1 for water treatment accommodated in the double cylinder 3, An air ejection portion 15 fixed to a lower portion in the double cylinder 3 is provided, and a plurality of air ejection portions 15 are provided in the river A as shown in FIG.
【0008】二重筒3は、防護筒13内に内筒23を耐
腐食性材料からなる複数のボルト7により両筒間に空間
を確保させた状態で固定した二重構造に構成されてお
り、複数のボルト7を緩めることで防護筒13の上下高
さ位置が調整可能になっている。防護筒13は、硬質塩
化ビニール管等を長尺状に切断した樹脂管であり、その
周壁の上端側と下端側のそれぞれの位置に、前記する複
数のボルト7と螺合する雌ネジ孔13aが同一円周上に
所定の間隔を置いて複数貫通状に形成されている。The double cylinder 3 has a double structure in which an inner cylinder 23 is fixed in a protective cylinder 13 with a plurality of bolts 7 made of a corrosion-resistant material, with a space secured between the two cylinders. By loosening the plurality of bolts 7, the vertical position of the protection cylinder 13 can be adjusted. The protective cylinder 13 is a resin pipe obtained by cutting a hard vinyl chloride pipe or the like into an elongated shape, and has female screw holes 13a which are screwed with the plurality of bolts 7 at upper and lower ends of a peripheral wall thereof. Are formed in the shape of a plurality of holes at predetermined intervals on the same circumference.
【0009】内筒23は、防護筒13よりも径の小さい
硬質塩化ビニール管等の樹脂管を防護筒13と略同等の
長さに切断し、その上端開口部に同材質の盲栓23aを
接着して構成されている。この内筒23は、防護筒13
に対してその筒芯を一致させると共に上端部をやや突出
させた状態で、その外周面の上端側と下端側が複数のボ
ルト7の先端面で押圧されることにより固定されてお
り、上下のボルト7の間の外周面には水処理用接触材1
が環状をもって設けられている。そして、内部が後述す
るエアー噴出部15から噴出するエアー35を溜めるエ
アー室35aとして使用され、周壁下端側の同一円周上
に等間隔をおいて、複数のエアー溢出口23bを穿設し
て、エアー室35aのエアー35をエアー溢出口23b
から溢出させて水処理用接触材1の内側面に吹き付ける
ように構成してある。The inner cylinder 23 is formed by cutting a resin pipe such as a hard vinyl chloride pipe having a diameter smaller than that of the protection cylinder 13 into a length substantially equal to that of the protection cylinder 13, and inserting a blind plug 23 a of the same material into the upper end opening. It is configured by bonding. This inner cylinder 23 is a protective cylinder 13
The upper and lower ends of the outer peripheral surface are fixed by being pressed by the tip surfaces of a plurality of bolts 7 in a state where the cylindrical cores are aligned and the upper end is slightly protruded. 7 is provided with a contact material 1 for water treatment.
Are provided in a ring shape. The inside is used as an air chamber 35a for storing air 35 ejected from an air ejection unit 15 described later, and a plurality of air overflow ports 23b are formed at equal intervals on the same circumference at the lower end of the peripheral wall. The air 35 in the air chamber 35a is supplied to the air outlet 23b.
And is sprayed onto the inner surface of the contact material 1 for water treatment.
【0010】水処理用接触材1は、不織布や布等の繊維
質部材であり、その表面に付着する微生物で、接触する
有機物を酸化分解させて水質の浄化を行う周知のもので
ある。この水処理用接触材1は、防護筒13と内筒23
との間に確保される前記空間の幅寸法Hよりも薄肉な不
織布又は布等の繊維質部材を矩形状に裁断して内筒23
の外周面に巻き付けてその両端部を接合してあり、内筒
23に対しては接着せずに上下のボルト7により支える
ようにして、防護筒13の上下高さ位置を調整する際
に、内筒23に対する防護筒13の上下移動を妨げない
ようにしており、防護筒13の内周面との間に残置され
るエアー上昇用案内路6にその表面が面するようになっ
ている。尚、水処理用接触材1は、防護筒13の内周面
に設けて前記エアー上昇用案内路6を内筒23の外周面
との間に形成するようにしてもよく、この場合、内筒2
3に対する防護筒13の上下移動を妨げることがなくな
るので防護筒13内周面に接着しても構わない。The contact material 1 for water treatment is a well-known material which is a fibrous member such as a non-woven fabric or a cloth, and which purifies water by oxidatively decomposing organic substances in contact with microorganisms attached to the surface thereof. The contact member 1 for water treatment comprises a protective cylinder 13 and an inner cylinder 23.
And a fibrous member such as a nonwoven fabric or cloth thinner than the width dimension H of the space secured between
When the vertical position of the protective cylinder 13 is adjusted, the upper and lower bolts 7 are supported by the upper and lower bolts 7 without being bonded to the inner cylinder 23. The protection cylinder 13 does not hinder the vertical movement of the protection cylinder 13 with respect to the inner cylinder 23, and the surface thereof faces the air rising guide path 6 that is left between the protection cylinder 13 and the inner peripheral surface. In addition, the contact member 1 for water treatment may be provided on the inner peripheral surface of the protective cylinder 13 so that the air-elevating guide path 6 is formed between the contact member 1 and the outer peripheral surface of the inner cylinder 23. Cylinder 2
Since the vertical movement of the protective cylinder 13 with respect to the third cylinder 3 is not hindered, the protective cylinder 13 may be adhered to the inner peripheral surface of the protective cylinder 13.
【0011】エアー上昇用案内路6は、水処理用接触材
1の全外周面に臨むと共に、防護筒13の下端開放部か
ら上端開放部まで連続することになり、エアー溢出口2
3bやエアー溢出口23bと内筒23下端から溢出した
エアー35が浮上する通路となる。The air rising guideway 6 faces the entire outer peripheral surface of the water treatment contact member 1 and is continuous from the lower end opening portion to the upper end opening portion of the protective cylinder 13.
3b, the air overflow port 23b, and the air 35 overflowing from the lower end of the inner cylinder 23 become a passage for floating.
【0012】エアー噴出部15は、多数の気泡状エアー
を噴出して水中の溶存酸素を増加する球状の多孔質部材
であり、エアーストーンとして一般的に市販されている
周知技術のものである。このエアー噴出部15は、前記
内筒23の盲栓23aの中心に穿設された貫通孔23c
を貫通する軟質塩化ビニール管等の可撓性の管材からな
るエアー管25の先端側(一端側)開口部に設けてあ
り、同内筒23の下端近傍位置に突設状に設けられてい
る固定具33先端のC字状の抱持部33cにエアー管2
5の中途部を抱持することによって内筒23のやや下方
位置に配置されている。また、このエアー噴出部15
は、エアー管25の他端側に接続するエアー圧縮機45
(図4参照)の作動で内筒23内にエアー35を噴出す
る。尚、エアー噴出部15が噴出するエアー流量は、エ
アー圧縮機45の吐出圧力を調節することにより可変で
きるようにしている。The air ejection portion 15 is a spherical porous member that ejects a large amount of air bubbles to increase dissolved oxygen in water, and is a well-known technology generally commercially available as an air stone. The air ejection portion 15 is provided with a through hole 23c formed at the center of the blind plug 23a of the inner cylinder 23.
The air tube 25 is made of a flexible tube material such as a soft vinyl chloride tube and the like. The air tube 25 is provided at an end portion (one end side) of the air tube 25, and is provided in a protruding shape near the lower end of the inner cylinder 23. An air tube 2 is attached to the C-shaped holding portion 33c at the tip of the fixture 33.
5 is positioned slightly below the inner cylinder 23 by holding the middle part of the inner cylinder 5. In addition, this air ejection part 15
Is an air compressor 45 connected to the other end of the air pipe 25.
The air 35 is blown into the inner cylinder 23 by the operation of (see FIG. 4). In addition, the flow rate of the air jetted from the air jetting section 15 can be changed by adjusting the discharge pressure of the air compressor 45.
【0013】保持手段4は、盲栓23aの上面周端部に
等間隔をおいて取付けたアイボルト等の係止部材84
と、河岸に繋がれた筏64とに取付けられた同様な係止
部材84と、その係止部材84、84同士に掛止させた
紐状の吊持部材54と、防護筒13の外周面下側に固定
された環状の錘74とで構成されている。尚、二重筒3
が吊持される部材は、筏64に限るものではなく、河岸
に固定された固定具(図示せず)であっても構わない。The holding means 4 includes a locking member 84 such as an eyebolt attached to the peripheral end of the upper surface of the blind plug 23a at equal intervals.
, A similar locking member 84 attached to a raft 64 connected to the river bank, a string-shaped hanging member 54 hooked between the locking members 84, 84, and an outer peripheral surface of the protective cylinder 13. An annular weight 74 fixed to the lower side is provided. In addition, double cylinder 3
The member on which is suspended is not limited to the raft 64, and may be a fixture (not shown) fixed to the riverbank.
【0014】次に、上記構成による水質浄化装置10の
作用を説明する。エアー噴出部15より噴出したエアー
35が内筒23内にエアー室35aを形成し、内筒23
内でエアー室35aと水との境界である水面Wがエアー
溢出口23b以下に位置するようになると、エアー溢出
口23bよりエアー35が溢出し、この溢出したエアー
35が、水処理用接触材1の下側内周面に周方向に均等
に吹き付けられて水処理用接触材1内部やエアー上昇用
案内路6内を通過しながら浮上する。また、河川Aの水
質状況等に応じて、複数のエアー溢出口23bより溢出
するエアー流量よりエアー圧縮機45より供給されるエ
アー流量を多く設定した場合、更に水面Wが下降して内
筒23の下端開放部からもエアー35を溢出し、このエ
アー35も、エアー上昇用案内路6内を浮上しエアー溢
出口23bから溢出したエアー35に加勢して水の上昇
流の流勢を増大する。Next, the operation of the water purification apparatus 10 having the above configuration will be described. The air 35 jetted from the air jetting section 15 forms an air chamber 35a in the inner cylinder 23, and the inner cylinder 23
When the water surface W, which is the boundary between the air chamber 35a and the water, is located below the air overflow 23b, the air 35 overflows from the air overflow 23b, and the overflowed air 35 becomes the contact material for water treatment. 1 is evenly sprayed in the circumferential direction on the lower inner peripheral surface, and floats while passing through the inside of the contact member 1 for water treatment and the inside of the guide path 6 for air rise. Further, when the air flow supplied from the air compressor 45 is set to be larger than the air flow overflowing from the plurality of air outlets 23b in accordance with the water quality condition of the river A, the water surface W further falls and the inner cylinder 23 The air 35 also overflows from the lower end opening portion, and the air 35 also floats in the air ascending guide path 6 and urges the air 35 which overflows from the air overflow port 23b to increase the flow of the upward flow of water. .
【0015】そして、上記作用で溢出したエアー35
が、エアー上昇用案内路6を浮上することで、エアー上
昇用案内路6内に集中したエアーレーションが行われて
溶存酸素を増加し、水処理用接触材1の全体において、
付着した微生物の増殖と微生物による有機物の酸化分解
作用とを活性化して水質を浄化すると共に、エアー上昇
用案内路6内に水の上昇流を発生し、この上昇流により
二重筒3の下端開放部から水を吸い上げ、その水を二重
筒3の上端開放部から吐出して河川A内の循環流の発生
を促し、河川水の滞留が要因で生ずる植物プランクトン
の増殖集積を抑制し、長期的には底質を改善して水質を
浄化する。The air 35 overflowed by the above operation
However, by floating on the air ascending guideway 6, aeration concentrated in the air ascending guideway 6 is performed to increase dissolved oxygen, and in the entire water treatment contact material 1,
The growth of the attached microorganisms and the oxidative decomposition of organic substances by the microorganisms are activated to purify the water quality, and at the same time, an upward flow of water is generated in the air ascending guideway 6. Water is sucked up from the open part, and the water is discharged from the upper end open part of the double cylinder 3 to promote the generation of a circulating flow in the river A, and suppress the proliferation and accumulation of phytoplankton caused by the stagnation of the river water. In the long term, improve sediment quality and purify water quality.
【0016】また、河川Aの状況に応じて、ボルト7を
緩めることで防護筒13上下端の開放部の水深を調節可
能であり、例えば、河底Bに堆積物が多い場合には、防
護筒13下端の開放部を河底から離間させることで、吸
い込んだ堆積物で水処理用接触材1が目詰まりするのを
防止でき、河川上底層水の水質分布、植物プランクトン
の発生状態、底泥の堆積状況等、河川の状況に応じて防
護筒13上下端の開放部を最適な水深に調節できる。Further, depending on the condition of the river A, the water depth of the open portions at the upper and lower ends of the protection cylinder 13 can be adjusted by loosening the bolts 7. By separating the open part at the lower end of the cylinder 13 from the riverbed, it is possible to prevent the water treatment contact material 1 from being clogged with the sucked sediment, and to distribute the water quality of the upper and lower layer water of the river, the state of occurrence of phytoplankton, The opening at the upper and lower ends of the protective cylinder 13 can be adjusted to an optimum water depth according to the state of the river, such as the state of mud accumulation.
【0017】更に、長期間使用されて水処理用接触材1
が無機物等の付着物で目詰まりを起こした場合には、エ
アー圧縮機45の吐出圧力を調節してエアー噴出部15
から噴出するエアー35の流量を増大させ、それによっ
て内筒23下端から溢出させた多量のエアー35により
水処理用接触材1の付着物を洗浄することができる。Further, the contact material for water treatment 1 which has been used for a long time
Is clogged with deposits such as inorganic substances, the discharge pressure of the air compressor 45 is adjusted and the air
The flow rate of the air 35 spouted from the inner cylinder 23 is increased, whereby the attached matter of the water treatment contact material 1 can be washed by the large amount of air 35 overflowing from the lower end of the inner cylinder 23.
【0018】また、本実施の形態の水質浄化装置10
は、図4に示すように、一隻の筏64に対して複数吊持
されるが、内筒23内に形成されたエアー室35aの浮
力により水中内での重量を軽減されているので、浮力の
弱い小型の筏64でも多数の水質浄化装置10を吊持で
き、更に、二重筒3がエアー室35aと錘74により直
立を維持する保持力を有するため、水流aを受けて二重
筒3が傾斜状に吊持されるのを防止し、常に、防護筒1
3下端の吸い込み部を河底B近接させると共に防護筒1
3上端の吐き出し部を表層近くに維持して上底層水の循
環を促進する。The water purification apparatus 10 according to the present embodiment
Is suspended from one raft 64 as shown in FIG. 4, but the weight in water is reduced by the buoyancy of the air chamber 35 a formed in the inner cylinder 23, A large number of water purification devices 10 can be hung by a small raft 64 having low buoyancy, and the double cylinder 3 has a holding force to maintain the upright state by the air chamber 35a and the weight 74. The tube 3 is prevented from being hung in an inclined manner, and the protection tube 1 is always
3 Make the suction part at the lower end close to the riverbed B and protect the cylinder 1
(3) The upper discharge section is maintained near the surface layer to promote circulation of the upper and lower layer water.
【0019】次に、二重筒3を下方から保持するように
した他の実施の形態の水質浄化装置について説明する。
この態様の水質浄化装置10’は、図2に示すように、
河川A内の水中に保持手段4’により河底Bから鉛直状
に保持される二重筒3と、この二重筒3内に収容された
水処理用接触材1と、二重筒3内の下部に固定されたエ
アー噴出部15とを備え、図5に示すように、河川A内
に複数設けられている。尚、保持手段4’とエアー噴出
部15の以外の構成については、上述した実施の形態と
同様であるため、同一の符号を付けて説明を省略する。Next, a water purification apparatus of another embodiment in which the double cylinder 3 is held from below will be described.
As shown in FIG. 2, the water purification device 10 ′ of this embodiment has:
A double cylinder 3 held vertically in the water in the river A from the river bottom B by the holding means 4 ′; a contact material 1 for water treatment accommodated in the double cylinder 3; And a plurality of air ejection portions 15 fixed to the lower part of the river A, as shown in FIG. Note that the configuration other than the holding unit 4 'and the air ejection unit 15 is the same as that of the above-described embodiment, and thus the same reference numerals are given and the description is omitted.
【0020】エアー噴出部15は、上述した実施の形態
で用いたエアーストーンと同一のものであり、後述する
保持手段4’である可撓性部材34にナイロンバンド等
の締結部材34aで固定したエアー管25のその一端側
開口部に設けてある。また、このエアー噴出部15は、
図2に示すよう内筒23の下端よりも若干下位に配置さ
れており、河底Bを這って、他端側が河岸に設置された
エアー圧縮機45(図5参照)に接続されているそのエ
アー管25にエアー圧縮機からエアーを供給することに
よって内筒23内にエアーを噴出するようになってい
る。尚、エアー噴出部15が噴出するエアー流量は、エ
アー圧縮機45の吐出圧力を調節することにより可変で
きるようにしている。The air ejection portion 15 is the same as the air stone used in the above-described embodiment, and is fixed to a flexible member 34 as a holding means 4 'described later with a fastening member 34a such as a nylon band. The air tube 25 is provided at an opening on one end side thereof. In addition, this air ejection part 15
As shown in FIG. 2, it is disposed slightly lower than the lower end of the inner cylinder 23, crawls on the riverbed B, and the other end is connected to an air compressor 45 (see FIG. 5) installed on the riverbank. By supplying air from the air compressor to the air pipe 25, air is blown into the inner cylinder 23. In addition, the flow rate of the air jetted from the air jetting section 15 can be changed by adjusting the discharge pressure of the air compressor 45.
【0021】保持手段4’は、紐あるいは耐腐食性の鎖
等からなる可撓性部材34であり、内筒23周壁の下端
側で対向するように穿設された係止孔23d,23dに
嵌挿固定された長軸状の支杆14の中央部の基部24に
一端を取付け、河底Bに敷設された固定棒44に他端を
各々取付けている。The holding means 4 'is a flexible member 34 made of a string or a corrosion-resistant chain, etc., and is engaged with locking holes 23d, 23d formed so as to face each other at the lower end of the peripheral wall of the inner cylinder 23. One end is attached to the base 24 at the center of the long shaft 14 that is fitted and fixed, and the other end is attached to a fixing rod 44 laid on the riverbed B.
【0022】次に、この態様の水質浄化装置10’の作
用を説明する。エアー35を供給しない状態では、二重
筒3が内筒23に水が満ちた状態で河底Bに対して倒伏
している。この状態から、エアー溢出口23bが溢出可
能なエアー流量よりも多いエアー35を供給してエアー
噴出部15よりエアー35を噴出させると、その噴出圧
と河川水の流勢とで内筒23内にエアー35が押し込ま
れてエアー室35aを形成し、エアー室35aの浮力に
より次第に二重筒3が起立してゆき、エアー室35aの
浮力が河川Aの水流aの勢力に対抗して二重筒3を鉛直
状に保持するようになる。そして、エアー室35aがエ
アー溢出口23bより下位に水面Wを位置すようになる
と、エアー溢出口23bからエアー35が溢出し、この
溢出したエアー35が、水処理用接触材1の下側内周面
に周方向に対して均等に吹き付けられて水処理用接触材
1内部やエアー上昇用案内路6内を通過しながら浮上す
る。そして、水面Wがエアー溢出口23bと内筒23下
端との間に位置するようにエアー圧縮機45が供給する
エアー流量を調節して、エアー溢出口23bからのエア
ー35の溢出を継続している。Next, the operation of the water purification apparatus 10 'of this embodiment will be described. In a state where the air 35 is not supplied, the double cylinder 3 is lying down on the riverbed B with the inner cylinder 23 filled with water. From this state, when the air 35 is supplied from the air ejection part 15 by supplying the air 35 which is larger than the air flow rate at which the air overflow 23b can overflow, the ejection pressure and the flow force of the river water cause the inside of the inner cylinder 23 to change. The air 35 is pushed into the air chamber 35a to form an air chamber 35a. The buoyancy of the air chamber 35a gradually raises the double cylinder 3, and the buoyancy of the air chamber 35a is doubled against the power of the water flow a of the river A. The cylinder 3 is held vertically. When the air chamber 35a is positioned below the water surface W below the air overflow port 23b, the air 35 overflows from the air overflow port 23b. It is evenly sprayed on the peripheral surface in the circumferential direction, and floats while passing through the inside of the water treatment contact material 1 and the inside of the air rising guide path 6. Then, the air flow supplied by the air compressor 45 is adjusted so that the water surface W is located between the air overflow 23b and the lower end of the inner cylinder 23, and the overflow of the air 35 from the air overflow 23b is continued. I have.
【0023】尚、河川Aの水質等の状況に応じて、エア
ー圧縮機45が供給するエアー流量を増加して、更に水
面Wを下降させて内筒23の下端からもエアー35を溢
出させてもよく。これにより、この内筒23下端から溢
出したエアー35も、エアー上昇用案内路6内を浮上し
エアー溢出口23bから溢出したエアー35に加勢して
水の上昇流の流勢を増大する。The air flow supplied by the air compressor 45 is increased according to the water quality of the river A, and the water surface W is further lowered so that the air 35 overflows from the lower end of the inner cylinder 23. Well. As a result, the air 35 that has overflowed from the lower end of the inner cylinder 23 also floats in the air ascending guide path 6 and urges the air 35 that has overflowed from the air overflow port 23b to increase the upward flow of water.
【0024】また、大雨等で河川Aが増水して二重筒3
が水流aを阻害する虞がある場合、エアー35の供給を
止めることにより、河川水の勢力で二重筒3が傾いたと
きに内筒下端の開口部からエアー35を溢出して浮力が
弱まり、二重筒3は倒伏する(図3参照)。河川Aが通
常状態になり再度二重筒3を起立させるときには、上記
したようにエアー35を再び供給すればよい。The river A rises due to heavy rain, etc.
When there is a possibility that the water 35 may obstruct the water flow a, the supply of the air 35 is stopped, so that when the double cylinder 3 is inclined by the force of the river water, the air 35 overflows from the opening at the lower end of the inner cylinder to reduce the buoyancy. The double cylinder 3 falls down (see FIG. 3). When the river A returns to the normal state and the double cylinder 3 is erected again, the air 35 may be supplied again as described above.
【0025】尚、この態様の水質浄化装置10’におい
て、水質を浄化する作用及び、防護筒13の上下高さ位
置を調節する場合の作用、水処理用接触材1を洗浄する
場合の作用について、上述した二重筒3を吊持するよう
にした実施の形態と同様に奏することは勿論である。In the water purification apparatus 10 'of this embodiment, the operation for purifying the water quality, the operation for adjusting the vertical position of the protective tube 13, and the operation for cleaning the contact material 1 for water treatment. Needless to say, the same effect as in the embodiment in which the double cylinder 3 is suspended is provided.
【0026】また、上記二つの実施の形態において、内
筒23がエアー溢出口23bを有さない構成としてもよ
く、この場合、内筒23内に溜まったエアー35が、そ
の全量を防護筒3の下端開口部に近い位置から浮上する
ので、防護筒3下端開口部での水の吸引力が強まると共
に、エアー上昇用案内路6内に発生する水の流勢を増
し、特に、河川底層の水質改善と河川水の循環促進に効
果を増す。また、上記いずれの実施の形態おいても、防
護筒13と内筒23とからなる二重筒3を構成したが、
単筒からなる防護筒13内に水処理用接触材1を収容す
るように構成してもよく、この場合、例えば、単筒から
なる防護筒13内周面に水処理用接触材1を接着し、河
底Bにスタンド状の支持台を固定し、この支持台の上部
に防護筒13とエアー噴出部15を固定するようにすれ
ばよい。これにより、上記二重筒3を備えて構成した実
施の形態と同様に、水質を浄化する作用及び、水処理用
接触材1を洗浄する作用を奏する。In the above two embodiments, the inner cylinder 23 may not be provided with the air overflow port 23b. In this case, the entire amount of the air 35 accumulated in the inner cylinder 23 is reduced by the protection cylinder 3 Rises from a position close to the lower end opening of the protective cylinder 3, the water suction force at the lower end opening of the protective cylinder 3 is increased, and the flow of water generated in the air ascending guideway 6 is increased. It is effective in improving water quality and promoting river water circulation. In each of the above embodiments, the double cylinder 3 including the protective cylinder 13 and the inner cylinder 23 is configured.
The water treatment contact member 1 may be configured to be accommodated in the protection tube 13 formed of a single tube. In this case, for example, the water treatment contact material 1 is bonded to the inner peripheral surface of the protection tube 13 formed of a single tube. Then, a stand-shaped support base may be fixed to the riverbed B, and the protective cylinder 13 and the air ejection unit 15 may be fixed above the support base. Thereby, similarly to the embodiment having the double cylinder 3, the function of purifying water and the function of cleaning the contact material for water treatment 1 are exhibited.
【0027】次に、図6に示す水質浄化装置20につい
て説明する。この態様の水質浄化装置20は、図1に示
した水質浄化装置10における防護筒13の外周に空間
を介して外筒43を支持することで、防護筒13が内筒
23と外筒43の間の中間筒13’として使用されて、
三重筒状に構成され、上記水質浄化装置10における防
護筒13の外周面下側の錘74に代えて、外筒43の外
周面下側に錘74’を設けたものである。尚、中間筒1
3’及び中間筒13’の内部構成、保持手段4等は、上
記水質浄化装置10と同一構成であるため、同一箇所に
同符号をつけて重複説明を省略する。Next, the water purification apparatus 20 shown in FIG. 6 will be described. The water purification device 20 of this embodiment supports the outer cylinder 43 via the space on the outer periphery of the protection cylinder 13 in the water purification device 10 shown in FIG. Used as an intermediate tube 13 'between
The water purification device 10 is configured in a triple cylinder shape, and the weight 74 ′ is provided below the outer peripheral surface of the outer cylinder 43 instead of the weight 74 below the outer peripheral surface of the protective cylinder 13 in the water purification device 10. In addition, the intermediate cylinder 1
Since the internal structure of the 3 ′ and the intermediate tube 13 ′, the holding means 4 and the like have the same structure as the water purification device 10, the same portions are denoted by the same reference numerals and the repeated description will be omitted.
【0028】外筒43は、硬質塩化ビニール管等を長尺
状に切断した樹脂管であり、その周壁の上側と下側のそ
れぞれにおいて、中間筒13’に螺合されたボルト7と
干渉しない位置に、雌ネジ孔43aが同一円周上に所定
の間隔を置いて複数貫通状に形成されている。そして、
この外筒43は、雌ネジ孔43aのそれぞれに耐腐食性
材料からなるボルト8が螺合され、これらボルト8を締
め付けることによって、中間筒13’との間に空間を確
保した状態で固定されており、前記ボルト8の緊緩によ
り中間筒13’に対する上下高さ位置を調整可能にして
ある。The outer tube 43 is a resin tube obtained by cutting a hard vinyl chloride tube or the like into a long shape, and does not interfere with the bolts 7 screwed to the intermediate tube 13 'on the upper and lower sides of the peripheral wall. At a position, a plurality of female screw holes 43a are formed at predetermined intervals on the same circumference so as to penetrate therethrough. And
The outer cylinder 43 is screwed with a bolt 8 made of a corrosion-resistant material in each of the female screw holes 43a, and is fixed in a state where a space is secured between the outer cylinder 43 and the intermediate cylinder 13 'by tightening the bolts 8. The vertical position with respect to the intermediate cylinder 13 ′ can be adjusted by the loosening of the bolt 8.
【0029】また、錘74’は、本態様の水質浄化装置
20では中間筒13’と外筒43との間の空間に河川水
の下降流を発生させるために、その障害とならないよう
に、水質浄化装置10の錘74よりも径が大きく形成さ
れて外筒43の下端側に固定してある。The weight 74 ′ is not obstructed by the water purification device 20 according to the present embodiment, because the downflow of the river water is generated in the space between the intermediate cylinder 13 ′ and the outer cylinder 43 in the water purification device 20. The diameter of the water purification device 10 is larger than the weight 74 and is fixed to the lower end of the outer cylinder 43.
【0030】而して、この水質浄化装置20によれば、
図6に示すように、該装置20の下端側において中間筒
13’と外筒43の間の水の一部が該装置20外の河川
水と共にエアー上昇用案内路6に引き込まれるため、中
間筒13’と外筒43の間の空間には下降流が発生す
る。そして、この下降流によって、該装置20の上端側
においては、該装置20外の河川水がエアー上昇用案内
路6から流出した水の一部と共に中間筒13’と外筒4
3の間の空間に引き込まれる。According to the water purification device 20,
As shown in FIG. 6, a part of the water between the intermediate cylinder 13 ′ and the outer cylinder 43 at the lower end side of the device 20 is drawn into the air ascending guideway 6 together with the river water outside the device 20. A downward flow is generated in the space between the cylinder 13 'and the outer cylinder 43. Then, at the upper end side of the apparatus 20, the river water outside the apparatus 20 together with a part of the water flowing out from the air ascending guide path 6 is caused by the descending flow, so that the intermediate cylinder 13 'and the outer cylinder 4 are discharged.
It is drawn into the space between three.
【0031】従って、この水質浄化装置20は、エアー
上昇用案内路6によって河川Aの底層水を上層に上昇さ
せると同時に、中間筒13’と外筒43の間の空間によ
って河川Aの上層水を下層に下降させるため、上述した
水質浄化装置10同様の作用効果を備えた上で、河川A
の上底層水の循環をいっそう促進する。Accordingly, the water purification device 20 raises the bottom water of the river A to the upper layer by the air ascending guideway 6 and at the same time, raises the upper water of the river A by the space between the intermediate tube 13 ′ and the outer tube 43. In order to move the river A down,
Further promote the circulation of top and bottom water.
【0032】また、上記したような三重筒状の構成は、
川底Bから鉛直状に保持されるようにした上記水質浄化
装置10’についても可能であり、この場合の水質浄化
装置20’を図7に例示する。この水質浄化装置20’
は、上記水質浄化装置10’における防護筒13を中間
筒13’とし、この中間筒13’の外周に空間を介して
外筒43を支持してなる。尚、中間筒13’及び中間筒
13’の内部構成、保持手段4’等は上記水質浄化装置
10’と同様であり、また、外筒43を中間筒13’に
支持する構造は水質浄化装置10’と同様であるため、
それらの構成については同一の符号を付けることで重複
説明を省略する。In addition, the above-mentioned triple cylindrical structure has
The water purification apparatus 10 'which is held vertically from the riverbed B is also possible, and a water purification apparatus 20' in this case is illustrated in FIG. This water purification device 20 '
The protective tube 13 in the water purification device 10 'is an intermediate tube 13', and the outer tube 43 is supported on the outer periphery of the intermediate tube 13 'via a space. The internal structure of the intermediate cylinder 13 'and the intermediate cylinder 13', the holding means 4 'and the like are the same as those of the water purification device 10', and the structure for supporting the outer cylinder 43 on the intermediate cylinder 13 'is a water purification device. Because it is the same as 10 '
The same reference numerals are given to those components, and redundant description will be omitted.
【0033】そして、斯かる水質浄化装置20’によれ
ば、上記水質浄化装置10’の作用効果を備えた上で、
上記水質浄化装置20のように、中間筒13’と外筒4
3の間の空間によって河川Aの上層水を下層に下降させ
るため、河川Aの上底層水の循環をいっそう促進する。According to the water purification device 20 ', the operation and effect of the water purification device 10' are provided.
As in the water purification device 20, the intermediate cylinder 13 'and the outer cylinder 4
The space between 3 lowers the upper water of river A to the lower layer, so that the circulation of the upper water of river A is further promoted.
【0034】[0034]
【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。 (請求項1)防護筒で仕切られた領域内での集中的なエ
アーレーションにより、防護筒内での溶存酸素の濃度を
著しく高めて、水処理用接触材の全体を好気状態に維持
できるので、従来より問題となっていた水処理用接触材
下部の嫌気化を発生しないのは勿論のこと、付着した微
生物の増殖と微生物による有機物の酸化分解作用とが水
処理用接触材の全体にわったって効率よく活性化され、
その上、河川の底層水が防護筒下端の開放部より吸い込
まれて防護筒上端の開放部より吐出されるので、河川の
上底層水の循環を促進して、河川水の滞留による植物プ
ランクトンの増殖集積を抑制すると共に、長期的には底
質の改善効果も具備する秀でた水質浄化能力を有する水
質浄化装置を提供できる。また、長期間の使用により水
処理用接触材が付着物で目詰まりした場合には、エアー
流量を増加して水処理用接触材付着物を洗浄すればよい
ので、人力による清掃作業が必要なくなり、その作業時
間及び人件費等を大幅に削減できる。 (請求項2)更に、防護筒と内筒とで二重筒を構成し、
内筒内のエアーの浮力と下部に設けた錘とで二重筒を鉛
直状に保持するようにして、内筒内のエアーの浮力で水
中内での水質浄化装置全体の重量を軽減できるので、筏
を小型化し、頑丈堅固な固定具を不要にする等、水質浄
化装置の支持構造を簡素化して、装置全体の設備コスト
を大幅に低減できる。更に、エアーの供給量を増やし内
筒下端の開口部からもエアーを溢出させることで、特
に、河川水の循環促進による水質改善効果を増強するこ
とも可能である。 (請求項3)そして、防護筒と内筒とからなる二重筒を
河底に可撓性部材で連結し、内筒内に供給したエアーの
浮力で鉛直状に保持するようにしているため、河川の通
常状態時には、エアーを供給して二重筒を鉛直状に保持
しながら水質浄化を行い、大雨降雨時等増水時には、エ
アーの供給を止めれば水流の影響を受けてエアー室内の
エアーが外部に排出されてすぐさま二重筒が倒伏するの
で、河川の水流を阻害せず洪水の危険性を回避した水質
浄化装置を提供できる。 (請求項4)しかも、防護筒を中間筒として使用し、こ
の中間筒と外筒との間に空間を有することで、該空間が
上層水を下層に下降させるため、河川の上底層水の循環
をいっそう促進し、植物プランクトン増殖集積の抑制や
底質の改善等、水質浄化効果をより向上することができ
る。 (請求項5)そして、二重筒の下部の錘に代えて外筒の
外周下部に錘を設けることにより、中間筒と外筒の間の
空間における下降流や、同空間の下方側から前記エアー
上昇用案内路に回り込む水の流れが障害物によって妨げ
られることがなくなる。従って、河川の上底層水が効率
良く循環され、水質浄化効果をよりいっそう向上する。 (請求項6)その上、外筒を防護筒(中間筒)に対して
上下高さ位置調節可能に構成することで、防護筒と外筒
の間に発生する下降流の流勢を調整できるため、河川の
流速、上底層水の水質分布等、河川状態に応じて上底層
水の循環作用を調整できる。 (請求項7)更に、防護筒を内筒に対し上下高さ位置調
節可能にして、防護筒上下端開放部の水深を調節できる
ため、河底の堆積物の状態、河川上底層水の水質分布、
植物プランクトンの発生状態等、河川の状態に応じた最
適な水質浄化を行うことができる。 (請求項8)そして、内筒が前記エアー溢出口を有さな
いものにして、特に、河川底層の水質改善と河川水の循
環促進に効果を増し、その上、加工コストを軽減した水
質浄化装置を提供できる。Since the present invention is configured as described above, it has the following effects. (Claim 1) By intensive aeration in a region partitioned by a protective cylinder, the concentration of dissolved oxygen in the protective cylinder can be significantly increased, and the entire water treatment contact material can be maintained in an aerobic state. Therefore, not only does the anaerobic treatment at the lower part of the contact material for water treatment, which has been a problem in the past, occur, but also the growth of the attached microorganisms and the oxidative decomposition of organic substances by the microorganisms affect the entire contact material for water treatment. It is activated efficiently
In addition, the bottom water of the river is sucked in from the opening at the bottom of the protection cylinder and discharged from the opening at the top of the protection cylinder, promoting the circulation of the bottom water of the river, and the phytoplankton produced by the accumulation of river water. It is possible to provide a water purification apparatus having excellent water purification ability that suppresses multiplication and accumulation and also has an effect of improving bottom quality in the long term. In addition, if the water treatment contact material is clogged with deposits due to long-term use, the air flow rate can be increased to clean the water treatment contact material deposits, eliminating the need for manual cleaning work. In addition, the work time and labor costs can be greatly reduced. (Claim 2) Further, a double cylinder is constituted by the protective cylinder and the inner cylinder,
By holding the double cylinder vertically with the buoyancy of the air in the inner cylinder and the weight provided at the bottom, the weight of the whole water purification device in water can be reduced by the buoyancy of the air in the inner cylinder. By simplifying the support structure of the water purification device, for example, by reducing the size of the raft and eliminating the need for a firm and rigid fixture, the equipment cost of the entire device can be significantly reduced. Further, by increasing the supply amount of air and allowing the air to overflow from the opening at the lower end of the inner cylinder, it is possible to enhance the effect of improving the water quality, particularly by promoting the circulation of river water. (Claim 3) Since the double cylinder composed of the protective cylinder and the inner cylinder is connected to the riverbed by a flexible member, the buoyancy of the air supplied into the inner cylinder holds the cylinder vertically. When the river is in a normal state, air is supplied to purify the water while maintaining the double cylinder in a vertical position.When water is increased during heavy rainfall or rainfall, if the air supply is stopped, the air in the air chamber is affected by the water flow. Since the double cylinder falls down as soon as the water is discharged to the outside, it is possible to provide a water purification device that does not hinder the flow of the river and avoids the danger of flooding. (Claim 4) Moreover, since the protective cylinder is used as an intermediate cylinder and a space is provided between the intermediate cylinder and the outer cylinder, the space lowers the upper layer water to the lower layer. The circulation can be further promoted, and the water purification effect such as suppression of phytoplankton multiplication and accumulation and improvement of sediment can be further improved. (Claim 5) By providing a weight at the lower part of the outer periphery of the outer cylinder in place of the weight at the lower part of the double cylinder, the downward flow in the space between the intermediate cylinder and the outer cylinder, or from the lower side of the space, The flow of water flowing around the air ascending guideway is not obstructed by obstacles. Therefore, the upper and lower layer water of the river is efficiently circulated, and the water purification effect is further improved. (Claim 6) In addition, by configuring the outer cylinder to be vertically adjustable with respect to the protection cylinder (intermediate cylinder), the flow force of the downward flow generated between the protection cylinder and the outer cylinder can be adjusted. Therefore, the circulation action of the upper bottom water can be adjusted according to the river conditions such as the flow velocity of the river, the water quality distribution of the upper bottom water, and the like. (Claim 7) In addition, since the height of the protection cylinder can be adjusted with respect to the inner cylinder in the vertical direction and the water depth of the upper and lower ends of the protection cylinder can be adjusted, the state of the sediment on the river bottom, the quality of distribution,
Optimal water purification can be performed according to river conditions such as the state of phytoplankton generation. (Claim 8) In addition, the inner cylinder does not have the air overflow port, so that the water purification is particularly effective in improving the water quality of the river bottom layer and promoting the circulation of the river water and further reducing the processing cost. Equipment can be provided.
【図1】本発明に係わる水質浄化装置の一実施の形態を
示す縦断面図。FIG. 1 is a longitudinal sectional view showing an embodiment of a water purification device according to the present invention.
【図2】本発明に係わる水質浄化装置の他の実施の形態
を示す縦断面図。FIG. 2 is a longitudinal sectional view showing another embodiment of the water purification device according to the present invention.
【図3】図2における水質浄化装置の河川内における倒
伏状態を示す縦断面図。FIG. 3 is a longitudinal sectional view showing the water purification apparatus in FIG. 2 in a laid state in a river.
【図4】図1における水質浄化装置の一使用例を示す正
面図。FIG. 4 is a front view showing one usage example of the water purification device in FIG. 1;
【図5】図2における水質浄化装置の一使用例を示す正
面図。FIG. 5 is a front view showing one usage example of the water purification device in FIG. 2;
【図6】本発明に係わる水質浄化装置の他の実施の形態
を示す縦断面図。FIG. 6 is a longitudinal sectional view showing another embodiment of the water purification device according to the present invention.
【図7】本発明に係わる水質浄化装置の他の実施の形態
を示す縦断面図。FIG. 7 is a longitudinal sectional view showing another embodiment of the water purification device according to the present invention.
【図8】従来の水質浄化装置の一例で、(a)は側面
図、(b)は(1)−(1)線断面図を示す。8 (a) is a side view, and FIG. 8 (b) is a cross-sectional view taken along line (1)-(1), showing an example of a conventional water purification device.
【図9】従来の水質浄化装置の他例で、(a)は側面
図、(b)は(2)−(2)線断面図を示す。9A and 9B show another example of a conventional water purification device, in which FIG. 9A is a side view, and FIG. 9B is a sectional view taken along line (2)-(2).
1:水処理用接触材 3:二重筒 4,4’:保持手段 6:エアー上昇用
案内路 10,10’:水質浄化装置 13(13’):
防護筒(中間筒) 15:エアー噴出部 20,20’:
水質浄化装置 23:内筒 23b:エアー
溢出口 43:外筒 74,74’:
錘1: contact material for water treatment 3: double cylinder 4, 4 ': holding means 6: guide path for air rise 10, 10': water purification device 13 (13 '):
Protective cylinder (intermediate cylinder) 15: Air jetting part 20, 20 ':
Water purification device 23: inner cylinder 23b: air overflow 43: outer cylinder 74, 74 ':
Weight
Claims (8)
れた上下を開放するエアー上昇用案内路にその表面が臨
んだ状態で水処理接触材を配置し、前記防護筒を保持手
段で水中に鉛直状に保持すると共に前記エアー上昇用案
内路の下側にエアー噴出部を配設していることを特徴と
する水質浄化装置。1. A water treatment contact material is arranged in a vertically open protective cylinder with its surface facing an air rising guideway that secures the upper and lower opening inside the protective cylinder and holding the protective cylinder. A water purification apparatus characterized in that the air purifier is held vertically in water by water and an air ejection section is provided below the air-elevating guideway.
と一致させて上端を閉口し下端を開放した内筒を両筒間
に空間を確保させた状態で支持して二重筒を構成し、こ
の二重筒において内筒下端を防護筒下端よりも上方に位
置させ、その二重筒を、水面に設けた筏や河岸に設けた
固定具に吊持部材を介して水中に没するように吊持し、
その二重筒における防護筒内面または内筒外面に前記空
間の幅寸法よりも肉薄な水処理用接触材を設けて同水処
理用接触材と内筒外面との間または同水処理用接触材と
防護筒内面との間に同水処理用接触材に臨むエアー上昇
用案内路を形成し、該内筒内にエアーを噴出して前記二
重筒に浮力を発生させるエアー噴出部を備えると共に、
前記二重筒の下部に該二重筒を鉛直状にする錘を設け、
内筒下端側にエアー溢出口を同一円周上に等間隔をおい
て複数個開孔していることを特徴とする水質浄化装置。2. A double cylinder is supported in a protective cylinder having upper and lower ends open in a state in which a space is secured between the two cylinders in such a manner that the upper end is closed and the lower end is opened in a manner aligned with the core of the inner cylinder. In this double cylinder, the lower end of the inner cylinder is positioned above the lower end of the protective cylinder, and the double cylinder is submerged in a raft provided on the water surface or a fixture provided on the river bank via a hanging member. To hang,
A water treatment contact material having a thickness smaller than the width of the space is provided on the inner surface or outer surface of the protection cylinder in the double cylinder, and between the water treatment contact material and the outer surface of the inner cylinder or the water treatment contact material. Forming an air-raising guideway facing the water treatment contact material between the inner surface of the protective cylinder and an air jetting portion for jetting air into the inner cylinder to generate buoyancy in the double cylinder. ,
At the bottom of the double cylinder is provided a weight that makes the double cylinder vertical,
A water purification apparatus characterized in that a plurality of air overflow ports are opened at equal intervals on the same circumference at the lower end side of the inner cylinder.
と一致させて上端を閉口し下端を開放した内筒を両筒間
に空間を確保させた状態に支持して二重筒を構成し、こ
の二重筒において内筒下端を防護筒下端よりも上方に位
置させ、その二重筒における防護筒内面または内筒外面
に前記空間の幅寸法よりも肉薄な水処理用接触材を設け
て同水処理用接触材と内筒外面との間または同水処理用
接触材と防護筒内面との間に同水処理用接触材に臨むエ
アー上昇用案内路を形成し、該内筒内にエアーを噴出し
て前記二重筒に浮力を発生させるエアー噴出部を備える
と共に、その二重筒を、河底に繋ぎ止める可撓性部材で
連結して水中に没入する状態に支持し、内筒の下端側の
同一円周上にエアー溢出口を等間隔をおいて複数個開孔
していることを特徴とする水質浄化装置。3. A double cylinder is provided in a protective cylinder having upper and lower ends opened, supporting the inner cylinder having the upper end closed and the lower end opened in a state where a space is secured between the two cylinders. In this double cylinder, the lower end of the inner cylinder is located above the lower end of the protection cylinder, and a water treatment contact material thinner than the width dimension of the space on the inner surface of the protection cylinder or the outer surface of the inner cylinder in the double cylinder. Forming a guide path for raising the air facing the water treatment contact material between the water treatment contact material and the outer surface of the inner cylinder or between the water treatment contact material and the inner surface of the protective cylinder; A double-cylinder is provided with an air-ejecting portion for emitting air into the double-cylinder to generate buoyancy, and the double-cylinder is connected to a riverbed by a flexible member and supported in a state of being immersed in water. , Characterized by a plurality of air overflow openings at equal intervals on the same circumference at the lower end of the inner cylinder Water purification equipment.
筒を支持することで中間筒として使用され、該外筒の上
下端をそれぞれ該中間筒の上下端近傍に位置させたこと
を特徴とする請求項2又は3記載の水質浄化装置。4. The protective cylinder is used as an intermediate cylinder by supporting an outer cylinder via a space on its outer periphery, and the upper and lower ends of the outer cylinder are respectively located near the upper and lower ends of the intermediate cylinder. The water purification device according to claim 2 or 3, wherein
筒を支持することで中間筒として使用され、該外筒の上
下端をそれぞれ該中間筒の上下端近傍に位置させると共
に、前記二重筒の下部に設けた前記錘に代えて該外筒の
外周下部に錘を設けたことを特徴とする請求項2記載の
水質浄化装置。5. The protective cylinder is used as an intermediate cylinder by supporting the outer cylinder via a space on the outer periphery thereof, and the upper and lower ends of the outer cylinder are respectively located near the upper and lower ends of the intermediate cylinder, respectively. The water purification device according to claim 2, wherein a weight is provided at a lower part of the outer periphery of the outer cylinder in place of the weight provided at a lower part of the double cylinder.
さ位置調節可能に構成されていることを特徴とする請求
項4又は5記載の水質浄化装置。6. The water purification apparatus according to claim 4, wherein the outer cylinder is configured to be vertically adjustable with respect to the protective cylinder.
さ位置調節可能に構成されていることを特徴とする請求
項2乃至6何れか1項記載の水質浄化装置。7. The water purification apparatus according to claim 2, wherein the protection cylinder is configured to be vertically adjustable with respect to the inner cylinder.
いものであることを特徴とする請求項2乃至7何れか1
項記載の水質浄化装置。8. The air conditioner according to claim 2, wherein the inner cylinder does not have the air overflow port.
A water purification device according to any one of the preceding claims.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18041099A JP3082853B2 (en) | 1998-06-30 | 1999-06-25 | Water purification device |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18382398 | 1998-06-30 | ||
JP10-183823 | 1998-06-30 | ||
JP18041099A JP3082853B2 (en) | 1998-06-30 | 1999-06-25 | Water purification device |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000079398A true JP2000079398A (en) | 2000-03-21 |
JP3082853B2 JP3082853B2 (en) | 2000-08-28 |
Family
ID=26499945
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18041099A Expired - Fee Related JP3082853B2 (en) | 1998-06-30 | 1999-06-25 | Water purification device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3082853B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006040843A1 (en) * | 2004-10-13 | 2006-04-20 | Centralsun Co., Ltd. | Method for eliminating sludge on bottom of dam lake, or the like |
CN103290211A (en) * | 2013-06-07 | 2013-09-11 | 苏州市金翔钛设备有限公司 | Oxidation tank with adjustable aeration position |
CN103301795A (en) * | 2013-06-07 | 2013-09-18 | 苏州市金翔钛设备有限公司 | Oxidation tank with good aerating effect |
CN106115914A (en) * | 2016-06-23 | 2016-11-16 | 北京东方启源环保科技有限公司 | Starfish appearance biological processor |
CN109479809A (en) * | 2018-12-06 | 2019-03-19 | 吉林益舰源科技有限公司 | Winter fish pond oxygenation Water Quality Transformation device |
-
1999
- 1999-06-25 JP JP18041099A patent/JP3082853B2/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006040843A1 (en) * | 2004-10-13 | 2006-04-20 | Centralsun Co., Ltd. | Method for eliminating sludge on bottom of dam lake, or the like |
CN103290211A (en) * | 2013-06-07 | 2013-09-11 | 苏州市金翔钛设备有限公司 | Oxidation tank with adjustable aeration position |
CN103301795A (en) * | 2013-06-07 | 2013-09-18 | 苏州市金翔钛设备有限公司 | Oxidation tank with good aerating effect |
CN106115914A (en) * | 2016-06-23 | 2016-11-16 | 北京东方启源环保科技有限公司 | Starfish appearance biological processor |
CN106115914B (en) * | 2016-06-23 | 2019-01-22 | 北京东方启源环保科技有限公司 | Starfish appearance biological processor |
CN109479809A (en) * | 2018-12-06 | 2019-03-19 | 吉林益舰源科技有限公司 | Winter fish pond oxygenation Water Quality Transformation device |
Also Published As
Publication number | Publication date |
---|---|
JP3082853B2 (en) | 2000-08-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101507052B1 (en) | Water injection nozzle for generation of swirling flow | |
US5308479A (en) | Sewage disposal apparatus employing circulating filter media | |
US20070267359A1 (en) | Aeration method of pool water and apparatus there of | |
JP3082853B2 (en) | Water purification device | |
JP3477801B2 (en) | River aeration apparatus and control method thereof | |
JP2005270912A (en) | Water cleaning apparatus | |
EP0428747A1 (en) | Method and apparatus of filtering medium circulation type for purifying contaminated water | |
KR100612490B1 (en) | An Apparatus for Purifying Reservoir Water | |
JPS62204898A (en) | Aeration apparatus | |
GB1592085A (en) | Fish rearing apparatus | |
KR101026725B1 (en) | A portable apparatus for purifying water | |
CN108553957A (en) | A kind of water treatment facilities with float-type plumbing mechanism | |
KR20220147868A (en) | System for purifying lake | |
JPH08108198A (en) | Float fountain for purification | |
JP5077874B2 (en) | Water purifier | |
JP2002282893A (en) | Water clarification system | |
Hopkins | An apparatus for continuous removal of sludge and foam fractions in intensive shrimp culture ponds | |
JPH0847354A (en) | Water tank for rearing fish or shellfish | |
JPH08108196A (en) | Float fountain for purification | |
KR100653595B1 (en) | Apparatus and method for water transfering from surface to deep place | |
KR200362855Y1 (en) | Disk type diffuser for the depth of water | |
CN217535755U (en) | Fountain type photocatalytic decomposition water purifying device | |
KR20060010509A (en) | Water cleanup device | |
JP2573810B2 (en) | Up and down weir made of flexible membrane | |
JPH08108197A (en) | Float fountain for purification |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090630 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100630 Year of fee payment: 10 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110630 Year of fee payment: 11 |
|
LAPS | Cancellation because of no payment of annual fees |