JPH06320193A - System and method for purification of water flow passage - Google Patents

System and method for purification of water flow passage

Info

Publication number
JPH06320193A
JPH06320193A JP5138809A JP13880993A JPH06320193A JP H06320193 A JPH06320193 A JP H06320193A JP 5138809 A JP5138809 A JP 5138809A JP 13880993 A JP13880993 A JP 13880993A JP H06320193 A JPH06320193 A JP H06320193A
Authority
JP
Japan
Prior art keywords
water
weir
area
treated
far
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.)
Pending
Application number
JP5138809A
Other languages
Japanese (ja)
Inventor
Yukio Hirota
行男 廣田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TOCHIGI DENSHI KOGYO KK
Original Assignee
TOCHIGI DENSHI KOGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TOCHIGI DENSHI KOGYO KK filed Critical TOCHIGI DENSHI KOGYO KK
Priority to JP5138809A priority Critical patent/JPH06320193A/en
Publication of JPH06320193A publication Critical patent/JPH06320193A/en
Pending legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

PURPOSE:To prevent the pollution of rivers, etc., by a method wherein waste water is introduced into an aeration area, aerated with the air bubbles diffused through far infrared ray irradiated crushed ceramics stones and thereafter allowed to flow down a settling area, an activating CONSTITUTION:A first weir 5 is provided in the most downstream position of a water flow passage on the most upstream side into which waste water flows from domestic drainage, etc., and, on its upstream side, are provided a large refuse exclusion device and an exclusion device for suspended matter such as waste oil. A second weir 6 is provided downstream of the first weir 5, and a water-permeable baskets 12 are provided between them. Each basket 12 contains far infrared ray irradiated crushed ceramics stones 4 and air bubbles are formed by diffusing air from an air bubble forming pipe 13 passing through the crushed stones to effect aeration. A settling area 2 defined between the second weir 6 and a third weir 7 is also provided downstream of the second weir 6 and, from the settling area, supernatant liquid is allowed to overflow, conducted through round stones 15 into a flowing water activating area 13, sterilized with the ozone from an ozone blowout pipe 11 and thereafter discharged into rivers.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、流水路浄化システムと
流水路浄化方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a running water purification system and a running water purification method.

【0002】[0002]

【従来の技術】従来から、河川,湖沼などの水質汚濁の
原因を除くことにより水質を改善する努力を重ねてき
た。しかし、そのほとんどが自然に水質を改善すること
ができたので取り立ててそれ以上の努力を重ねたわけで
はない。ところが、近年になって都市の過密化状態が急
速に進み、生活排水が多量に河川,湖沼などに流入され
るようになり、河川,湖沼などの水質の汚濁は急速に進
んできた。それからますます、河川,湖沼などの水質の
汚濁は進んでいくので、自然に水質を浄化していく限度
を越えてしまうほど水質の汚濁は進んでいくのであっ
た。それ故に、河川などの水の水質を自然に浄化するこ
とに加え、人為的に、水質を浄化していくことを考え
た。しかし、河川,湖沼などのように水量の多いところ
での水質を浄化していくことはきわめて難しいことであ
った。
2. Description of the Related Art Conventionally, efforts have been made to improve water quality by eliminating causes of water pollution in rivers and lakes. However, most of them were able to improve the water quality naturally, so no further efforts were made. However, in recent years, urban congestion has rapidly progressed, and a large amount of domestic wastewater has been introduced into rivers, lakes and marshes, and water pollution of rivers and lakes has rapidly progressed. Since then, the pollution of water quality such as rivers and lakes will continue to progress, and the pollution of water quality will progress to the extent that it naturally exceeds the limit of purifying water quality. Therefore, in addition to naturally purifying the water quality of water such as rivers, we thought of artificially purifying the water quality. However, it has been extremely difficult to purify the water quality in areas with large amounts of water such as rivers and lakes.

【0003】[0003]

【発明が解決しようとする課題】ところで、河川などの
流水路の各部分は、一方で、その河川などの流水路の周
壁面部分即ち両岸の部分は壊すことなく、そのままにし
て保存していくことが求められている。他方で、水はそ
の水質を浄化する必要性があることが求められている。
このような中で、河川,湖沼などのように水量の多いと
ころでの水質を浄化するにあたり、まず、流水路の部分
を形成し、または、自然の流水路をそのまま利用し、特
に、流水路の周壁面部分を全く変形させることなくその
まま利用していくようにし、流水路の中の水だけを浄化
処理して水質を確実に浄化していくことが必要である。
本発明は上記の問題を解決することを目的とする。
On the other hand, each part of a running channel such as a river, on the other hand, can be preserved as it is without destroying the peripheral wall surface part of the running channel such as the river, that is, both banks. It is required to go. On the other hand, water is required to purify its quality.
In purifying water quality in areas with a large amount of water, such as rivers and lakes, first form a part of a running water channel or use a natural running water channel as it is. It is necessary to use the surrounding wall surface as it is without any deformation, and to purify only the water in the running water channel to reliably purify the water quality.
The present invention aims to solve the above problems.

【0004】[0004]

【課題を解決するための手段】本発明は、曝気エリアで
は、遠赤外線放射セラミックス砕石の層を形成し、発生
する好気性バクテリアにより有機物の分解のため、エア
レーションにより被処理用水の溶存酸素の量を増加させ
うるようにし、次に位置する沈澱エリアでは、その上流
側の曝気エリアで曝気処理された被処理用水の中に混入
されている微粒物質,バクテリアの死骸などの水質を劣
化させる物質を自然に沈澱させるようにしうる広い沈澱
エリアを配設し、次に位置する流水活性化エリアでは、
オゾンを水平面方向に広範囲に渡って噴出しうるように
し、そこで生じたオゾンの気泡を遠赤外線放射セラミッ
クス砕石の層を通して上昇させ、オゾンの気泡により殺
菌処理を行ない、遠赤外線放射セラミックス砕石により
被処理水の活性化を行ないうるようにオゾン噴出体を配
設するとともに、遠赤外線放射セラミックス砕石の層を
形成してなる流水路浄化システムであり、本発明は、流
水路を浄化するために、その流水路の流域を流水の流路
に沿って流水を浄化するようにし、流水の浄化の第一の
段階を、曝気エリアによる曝気処理段階から始め、次
に、流水の浄化の第二の段階を、沈澱エリアによる沈澱
処理段階にし、次に、流水の浄化の第三の段階を、流水
活性化エリアによる流水活性化処理段階にし、最初の曝
気処理段階で曝気エリアに配設された遠赤外線放射セラ
ミックス砕石の表面の働きでそのエリアで発生する好気
性バクテリアにより有機物の分解処理をしうるようにす
るために、エアレーションにより被処理用水の溶存酸素
の量を増加させうるようにし、次の沈澱エリアでは、そ
の上流側の曝気エリアで曝気処理された被処理用水の中
に混入されている微粒物質,バクテリアの死骸などの水
質を劣化させる物質を自然に沈澱させるようにし、次の
流水活性化エリアでは、オゾンを水平面方向に広範囲に
渡って噴出しうるようにし、そこで生じたオゾンの気泡
を遠赤外線放射セラミックス砕石の層を通して上昇さ
せ、オゾンの気泡により殺菌処理を行ない、遠赤外線放
射セラミックス砕石により被処理水の活性化を行ないう
るようにした流水路浄化方法である。
Means for Solving the Problems In the aeration area, the present invention forms a layer of far-infrared radiating ceramics crushed stone and decomposes organic substances by aerobic bacteria generated, so that the amount of dissolved oxygen in water to be treated is aerated by aeration. In the settling area located next to the aeration area on the upstream side, fine particles contained in the water to be treated that has been aerated in the aeration area, substances that deteriorate the water quality such as bacterial carcasses, etc. A large settling area that can be settled naturally is arranged, and in the running water activation area located next,
Allows ozone to be ejected over a wide area in the horizontal direction, raises the ozone bubbles generated there through a layer of far-infrared emitting ceramic crushed stone, sterilizes the ozone bubbles, and treats with far-infrared emitting ceramic crushed stone. A flow channel purification system comprising a layer of far-infrared radiation ceramics crushed stone and an ozone ejector disposed so as to activate water, and the present invention is directed to purifying a flow channel. Make the basin of the running water channel purify the running water along the running water flow path, and start the first stage of the running water purification from the aeration process stage by the aeration area, and then the second stage of running water purification. , The precipitation treatment stage by the sedimentation area, then the third stage of purification of the running water, the flushing water activation treatment step by the flushing water activation area, and the aeration process in the first aeration treatment stage. The amount of dissolved oxygen in the water to be treated is increased by aeration so that the aerobic bacteria generated in the area can decompose organic substances by the surface of the far-infrared emitting ceramic crushed stone In the next settling area, substances that deteriorate water quality such as fine particles and bacterial carcasses mixed in the water to be treated that has been aerated in the aeration area on the upstream side are naturally settled. In the next water flow activation area, ozone can be ejected over a wide area in the horizontal direction, and the bubbles of ozone generated there are raised through the layer of crushed far-infrared radiation ceramics, and sterilized by the bubbles of ozone. Is a method for purifying a running water channel, in which water to be treated can be activated by crushing far infrared radiation ceramics.

【0005】[0005]

【作用】本発明は、曝気エリアでは、遠赤外線放射セラ
ミックス砕石の層を形成し、発生する好気性バクテリア
により有機物の分解のため、エアレーションにより被処
理用水の溶存酸素の量を増加させうるようにし、次に位
置する沈澱エリアでは、その上流側の曝気エリアで曝気
処理された被処理用水の中に混入されている微粒物質,
バクテリアの死骸などの水質を劣化させる物質を自然に
沈澱させるようにしうる広い沈澱エリアを配設し、次に
位置する流水活性化エリアでは、オゾンを水平面方向に
広範囲に渡って噴出しうるようにし、そこで生じたオゾ
ンの気泡を遠赤外線放射セラミックス砕石の層を通して
上昇させ、オゾンの気泡により殺菌処理を行ない、遠赤
外線放射セラミックス砕石により被処理水の活性化を行
ないうるようにオゾン噴出体を配設するとともに、遠赤
外線放射セラミックス砕石の層を形成してなる流水路浄
化システムであるから、被処理用水を曝気エリアから次
に沈澱エリアに流下させ、次に流水活性化エリアに流下
させていく過程で、上記のような被処理水の浄化をし、
そして、被処理水の活性化を確実に行ないうるのであ
る。また、本発明は、流水路を浄化するために、その流
水路の流域を流水の流路に沿って流水を浄化するように
し、流水の浄化の第一の段階を、曝気エリアによる曝気
処理段階から始め、次に、流水の浄化の第二の段階を、
沈澱エリアによる沈澱処理段階にし、次に、流水の浄化
の第三の段階を、流水活性化エリアによる流水活性化処
理段階にし、最初の曝気処理段階で曝気エリアに配設さ
れた遠赤外線放射セラミックス砕石の表面の働きでその
エリアで発生する好気性バクテリアにより有機物の分解
処理をしうるようにするために、エアレーションにより
被処理用水の溶存酸素の量を増加させうるようにし、次
の沈澱エリアでは、その上流側の曝気エリアで曝気処理
された被処理用水の中に混入されている微粒物質,バク
テリアの死骸などの水質を劣化させる物質を自然に沈澱
させるようにし、次の流水活性化エリアでは、オゾンを
水平面方向に広範囲に渡って噴出しうるようにし、そこ
で生じたオゾンの気泡を遠赤外線放射セラミックス砕石
の層を通して上昇させ、オゾンの気泡により殺菌処理を
行ない、遠赤外線放射セラミックス砕石により被処理水
の活性化を行ないうるようにした流水路浄化方法である
から、被処理用水を曝気エリアから次に沈澱エリアに流
下させ、次に流水活性化エリアに流下させていく過程
で、上記のような被処理水の浄化をし、そして、被処理
水の活性化を確実に行ないうるとともに遠赤外線放射セ
ラミックス砕石は半永久的に利用できるものであり、オ
ゾンの気泡による殺菌処理は非常に強いが残留しないの
で使用後、予期しない悪影響を及ぼす恐れもない。ま
た、きわめて低費用で施工できる。
In the aeration area, the present invention forms a layer of crushed far-infrared radiating ceramics and decomposes aerobic bacteria to decompose organic matters. Therefore, aeration can increase the amount of dissolved oxygen. , In the next settling area, fine particles contained in the water to be treated which has been aerated in the aeration area on the upstream side,
A wide precipitation area is provided to allow natural substances such as bacterial carcasses to be naturally precipitated, and the flowing water activation area located next allows ozone to be ejected over a wide area in the horizontal direction. , The ozone bubbles generated there are moved up through the layer of crushed far-infrared emitting ceramics, the ozone bubbles sterilize, and the ozone ejector is arranged so that the crushed far-infrared emitting ceramics can activate the water to be treated. Since this is a running water purification system that is constructed by forming a layer of far-infrared radiation ceramic crushed stone, the water to be treated will flow down from the aeration area to the precipitation area and then to the water activation area. In the process, purify the treated water as above,
Then, the water to be treated can be surely activated. Further, in order to purify the flowing water channel, the present invention purifies the flowing water of the flowing water channel along the flow channel of the flowing water channel, and the first step of purifying the flowing water is the aeration treatment step by the aeration area. And then the second stage of running water purification,
Far-infrared radiation ceramics placed in the aeration area at the first aeration process stage after the precipitation treatment stage by the precipitation area, and then the third stage of the purification of running water by the flush water activation process stage by the flowing water activation area In order to enable decomposition of organic matter by aerobic bacteria generated in the area by the function of crushed stone, it is possible to increase the amount of dissolved oxygen in the water to be treated by aeration, and in the next precipitation area , In the aeration area on the upstream side, fine particles that are mixed in the aeration-treated water to be treated, substances that deteriorate water quality such as dead bodies of bacteria, are allowed to settle naturally, and in the next water flow activation area, , Ozone can be ejected over a wide area in the horizontal direction, and the bubbles of ozone generated there rise through the layer of crushed far infrared radiation ceramics In this method, the water to be treated flows down from the aeration area to the sedimentation area because it is a method to purify the water by sterilizing it with ozone bubbles and activating the water to be treated with crushed far infrared radiation ceramics. In the process of flowing down to the water activation area, the water to be treated can be purified as described above, and the water to be treated can be surely activated, and the far-infrared emitting ceramic crushed stone is semipermanent. The ozone bactericidal treatment is very strong but does not remain, so there is no risk of unexpected adverse effects after use. Also, it can be constructed at extremely low cost.

【0006】[0006]

【実施例1】本発明は、生活排水などの不良水が流入す
る最も上流側の流水路の最も下流側の位置に、水位を維
持して溢水しうるようにするための木材、金属、合成樹
脂などの厚板による第一の堰を配設し、第一の堰の位置
より上流側の流水路の適宜位置に粗ごみ排除装置ととも
に水を汚染する廃油などの浮遊物排除装置を配設し、第
一の堰の位置より第二の堰の位置までの間に透水性篭を
配設し、その透水性篭の中に気泡発生管を配設するとと
もに、遠赤外線放射セラミックス砕石を配設し、前記気
泡発生管を通して生じた気泡を遠赤外線放射セラミック
ス砕石の層を通して上昇させ、河川水、湖沼の水などの
被処理用水を撹拌して曝気処理をなしうるようにして曝
気エリアとし、第二の堰の位置から第三の堰の位置まで
の間の沈殿エリアにおいて水位の差の部分を形成し、か
つ、第一の堰の位置から第二の堰の位置までの間の曝気
エリアの水面の広さに比べて第二の堰の位置から第三の
堰の位置までの間の沈澱エリアの水面の広さを数倍の広
さにし、その水域の沈澱エリアを、前段の曝気エリアと
同様に好気性バクテリアを発生させうるようにし、前記
沈澱エリアの最下位置に設けられた第三の堰の下流側の
位置の手前部分に多数の玉石などの球状体或いは卵状体
或いは楕円回転体などの表面積が広い構造体を積み重
ね、その表面積が広い構造体を多数積み重ね、その積み
重ね構造部分の下端部分に第四の堰を設け、その第四の
堰の高さを第三の堰の高さに比べて比較的低くし、第三
の堰を溢流した被処理水が落下する過程で比較的大きい
落差にして落下させることにより、その被処理水が周囲
の空気に接触して被処理水が空気を十分取り込むことを
可能とするための比較的大きい落差を維持しうるように
前記第四の堰の高さを設定し、その第四の堰と前記第三
の堰との間の玉石などの球状体或いは卵状体などの前記
表面積が広い構造体を積み重ねた部分の前記第四の堰の
下流側に第五の堰を設け、その第五の堰の高さを第四の
堰の高さに比べてわずかだけ低くし、第四の堰と第五の
堰との間の比較的広い表面積の水面の下には、遠赤外線
放射セラミックス砕石を敷き、その遠赤外線放射セラミ
ックス砕石の下の水底の部分の上の位置にオゾン噴出用
管を水平面方向に適切な配管にして、オゾンを水平面方
向に広範囲に渡って噴出しうるようにし、そこで生じた
オゾンの気泡を遠赤外線放射セラミックス砕石の層を通
して上昇させ、オゾンの気泡により殺菌処理を行ない、
遠赤外線放射セラミックス砕石により被処理水の活性化
を行ないうるようにしてなる流水路浄化システムであ
る。
Example 1 The present invention is a wood, metal, or synthetic material for maintaining the water level and making it possible to overflow at the most downstream position of the most upstream flow channel into which poor water such as domestic wastewater flows. A first weir made of a thick plate made of resin, etc. is installed, and a floating waste removal device such as waste oil that contaminates water is also installed at an appropriate position in the flow channel upstream from the position of the first weir. Then, place a water permeable cage between the position of the first weir and the position of the second weir, place a bubble generating tube in the water permeable cage, and place the far infrared radiation ceramic crushed stone. Installed, the bubbles generated through the bubble generating tube are raised through a layer of crushed far-infrared radiation ceramics, river water, water for treatment such as lake water is agitated to be an aeration area so that aeration treatment can be performed, Settling area between the position of the second weir and the position of the third weir The difference in water level between the second weir and the third weir compared to the size of the water surface in the aeration area between the first weir position and the second weir position. The size of the water surface of the precipitation area up to the position of the weir is made several times larger, and the precipitation area of the water area is made to be able to generate aerobic bacteria like the aeration area of the previous stage, A structure with a large surface area, such as a large number of spherical bodies such as cobblestones, egg-shaped bodies, or ellipsoidal rotating bodies, is stacked in the front part of the downstream side of the third weir provided at the lowest position. A large number of bodies are stacked, a fourth weir is provided at the lower end of the stacked structure part, the height of the fourth weir is made relatively lower than the height of the third weir, and the third weir overflows. By dropping the treated water into a relatively large drop in the process of dropping, The height of the fourth weir is set so as to maintain a relatively large head for allowing the water to be treated to come into contact with ambient air and allow the water to be sufficiently taken in the air. A fifth weir is provided on the downstream side of the fourth weir in the portion where the structures having a large surface area such as spherical bodies such as cobblestones or oval bodies between the fourth weir and the third weir are stacked. , The height of the fifth weir is made slightly lower than the height of the fourth weir, and the distance between the fourth weir and the fifth weir under the water surface of a relatively large surface area It is possible to spray ozone over a wide area in the horizontal plane by laying crushed infrared ceramics on the bottom of the far-infrared crushed ceramics and using a pipe for ozone ejection in the horizontal direction. The bubbles of ozone generated there through a layer of crushed far infrared radiation ceramics. And raise it, and sterilize with bubbles of ozone,
It is a flowing water purification system that activates the water to be treated by crushing far infrared radiation ceramics.

【0007】[0007]

【実施例2】本発明は、生活排水などの不良水が流入す
る最も上流側の流水路の最も下流側の位置に、水位を維
持して溢水しうるようにするための松材の厚板による第
一の堰を配設し、その第一の堰は、その部材である松材
の厚板をその横幅の方向を上下方向にして段階的に上下
方向に直列に重ねうるようにし、上下方向に直列に重ね
ることによりその第一の堰の高さを所望の高さにさせう
るようにし、そこで、松材の厚板の横幅の方向に即ち上
下方向に並べられた松材の厚板を上下方向に加減調整し
て、常時、第一の堰の位置より上流側の流水路の水位を
所望の水位に維持させうるようにし、かつ、前記第一の
堰から所望の距離だけ上流側の流水路の水面を基準にし
て上下方向に所望の高さと所望の深さとを維持しうるよ
うに配設確実に捕集しうる最小限度の高さにするために
水面を基準にしてそれより上に捕集しうる最小限度の高
さにするとともに少なくとも、粗ごみが水面より下方か
ら流下しないように、水面を基準にしてそれより下で所
望の深さを維持しうるようにして水面より下を流下する
粗ごみを確実に捕集しうる最小限度の深さにするために
水面を基準にしてそれより下の最小限度の深さにするよ
うに配設し、純植物製の粗ごみ受けなどの粗ごみ排除装
置とともに水を汚染する廃油などの浮遊物を除去するた
めの浮遊物排除装置或はオイルフェンスなどの浮遊物処
理装置を配設してなる流水路浄化システムである。
[Embodiment 2] The present invention is a pine plank for maintaining the water level and allowing overflow at the most downstream position of the most upstream running water channel into which poor water such as domestic wastewater flows. The first weir is arranged so that the slabs of the pine wood, which is the member of the first weir, can be stacked in series in the vertical direction stepwise with the width direction thereof being the vertical direction. The height of the first weir can be made to be a desired height by stacking the first weirs in series in the direction, and therein, the pine planks arranged in the width direction of the pine planks, that is, in the vertical direction. Is adjusted in the vertical direction so that the water level in the running water channel upstream from the position of the first weir can be maintained at a desired water level at all times, and the upstream side is a desired distance from the first weir. Arranged so that the desired height and desired depth can be maintained in the vertical direction with reference to the water surface of In order to obtain the minimum possible height, the water level should be taken as the standard, and the minimum height above which it should be collected, and at least the water level should be taken as the standard so that coarse dust does not flow down below the water level. The minimum depth below the water level to ensure the desired depth below that level and to ensure a minimum depth to collect dust that falls below the water level. It is installed so that it is at the maximum depth, and it is also equipped with a coarse dust removal device such as a pure plant coarse dust removal device, as well as a floating substance removal device or an oil fence for removing floating substances such as waste oil that contaminates water. It is a flowing water channel purification system provided with a suspended matter treatment device.

【0008】[0008]

【実施例3】本発明は、生活排水などの不良水が流入す
る最も上流側の流水路の最も下流側位置に、水位を維持
して溢水しうるようにするための松材の厚板による第一
の堰を配設し、その第一の堰は、その部材である松材の
厚板をその横幅の方向を上下方向にして段階的に上下方
向に直列に重ねうるようにし、上下方向に直列に重ねる
ことによりその第一の堰の高さを所望の高さにさせうる
ようにし、そこで、常時、第一の堰の位置より上流側の
流水路の水位を所望の水位に維持させうるようにし、粗
ごみ排除装置とともに水を汚染する廃油などの浮遊物を
除去するために浮遊物排除装置或はオイルフェンスなど
の浮遊物処理装置を配設してなり、その第一の堰より、
所望距離だけ下流側の位置に、第二の堰を配設し、第一
の堰の位置より第二の堰の位置の水位を低くして、第一
の堰の位置より第二の堰の位置の水位を下降させて第二
の堰の位置の水位に水位を維持して第二の堰から溢水し
うるようにし、その第二の堰を松材の厚板により形成
し、第一の堰の位置と第二の堰の位置との間の下底面を
上方から下方へ或いは下方から上方へ或いは両側から中
心部への傾斜面の部分を形成し、その傾斜面の部分に
は、塩化ビニール樹脂製シート或いは塩化ビニール樹脂
製板或いは沈降物が傾斜面の部分の上を滑り落ちうるよ
うにした傾斜面を形成する素材からなる平面の部分を設
け、その最も深いところに汚泥集積用窪部兼バキュウー
ムポンプなどにより吸取り可能にした汚泥吸取り部を配
設し、この第一の堰の位置より第二の堰の位置までの間
を曝気エリアにし、その第一の堰の位置より第二の堰の
位置までの間の曝気エリアに一つ或いは複数のステンレ
ス鋼製メッシュ篭を配設し、その篭の中にはエアレーシ
ョンのため塩化ビニール樹脂製パイプなどの気泡発生管
を水平方向に配設し、前記メッシユ篭の中には、遠赤外
線放射セラミックス砕石を充填し、前記気泡発生管を通
して生じた気泡を遠赤外線放射セラミックス砕石の層を
通して上昇させ、その気泡により河川水などの被処理用
水を撹拌することにより曝気処理をなしうるようにし、
遠赤外線放射セラミックス砕石に被処理水を接触させる
ことにより水分子の活性化を計り、また、遠赤外線放射
セラミックス砕石の部分に好気性バクテリア発生させ増
殖させうるようにしてなる流水路浄化システムである。
[Third Embodiment] The present invention uses a slab of pine wood for maintaining the water level and allowing overflow at the most downstream position of the most upstream running water channel into which poor water such as domestic wastewater flows. A first weir is provided, and the first weir enables the pine planks that are the members of the first weir to be stacked in series in the vertical direction with the width direction thereof being the vertical direction. The height of the first weir can be made to be a desired height by stacking the first weir in series so that the water level of the running water channel upstream from the position of the first weir is always maintained at the desired water level. In addition to the coarse dust removing device, a floating substance removing device or a floating substance processing device such as an oil fence is installed to remove floating substances such as waste oil that contaminates water. ,
A second weir is placed at a position downstream of the desired distance, the water level at the second weir is made lower than the position of the first weir, and the second weir of the second weir is made lower than the position of the first weir. The water level at the position is lowered to maintain the water level at the position of the second weir so that it can overflow from the second weir, and the second weir is formed of a pine plank, The lower bottom surface between the position of the weir and the position of the second weir forms a part of an inclined surface from above to below, from below to above, or from both sides to the central part, and the portion of the inclined surface is made of chloride. A vinyl resin sheet or vinyl chloride resin plate or a flat part made of a material forming an inclined surface that allows sediment to slide down on the inclined part is provided, and the sludge accumulating depression is provided at the deepest point. The sludge suction part that can be sucked up by a vacuum pump and a vacuum pump is installed. Aeration area from the position to the position of the second weir, and one or more stainless steel mesh baskets in the aeration area from the position of the first weir to the position of the second weir Then, a bubble generating tube such as a pipe made of vinyl chloride resin is horizontally arranged in the basket for aeration, and the messyu basket is filled with crushed stones of far-infrared radiation ceramics. Through the layer of far infrared radiation ceramics crushed stones, and aeration treatment can be performed by stirring the water to be treated such as river water by the bubbles.
A flowing water purification system that activates water molecules by contacting water to be crushed with far-infrared radiant ceramics, and also enables aerobic bacteria to grow and grow in the far-infrared radiant ceramics crushed stone. .

【0009】[0009]

【実施例4】本発明は、沈澱エリアの最下位置に設けら
れた第三の堰の下流側の位置の手前部分に多数の玉石な
どの球状体或いは卵状体或いは楕円回転体などの表面積
が広い構造体を積み重ね、その表面積が広い構造体を多
数積み重ね、その積み重ねられた表面積が広い構造体の
表面部分間の隙間にきわめて広い表面積を形成しうるよ
うにして多数の空隙部がある構造体を組織して、その部
分に沈澱エリアの最下位置に設けられた第三の堰を溢流
した被処理水を比較的大きい落差で落下させうるように
し、前記第三の堰の下流側であって第三の堰を溢流した
被処理水が落下する過程で、その被処理水が拡散する範
囲内に玉石などの球状体或いは卵状体或いは楕円回転体
或いはその他の異形構造体などの表面積が広い構造体を
配設し、その下端部分に第四の堰を設け、その第四の堰
の高さを第三の堰の高さに比べて比較的低くし、第三の
堰を溢流した被処理水が落下する過程で比較的大きい落
差にして落下させることにより、その被処理水が周囲の
空気に接触して被処理水が空気を十分取り込むことを可
能とするための比較的大きい落差を維持しうるように前
記第四の堰の高さを設定し、その第四の堰と前記第三の
堰との間で玉石などの球状体或いは卵状体などの前記表
面積が広い構造体を積み重ね、前記第四の堰の下流側に
第五の堰を設け、その第五の堰の高さを第四の堰の高さ
に比べてわずかだけ低くし、第四の堰と第五の堰との間
の比較的広い表面積の水面の下には、遠赤外線放射セラ
ミックス砕石を敷き、その遠赤外線放射セラミックス砕
石の下の水底の部分の上の位置にオゾン噴出用管を水平
面方向に適切な配管にして、オゾンを水平面方向に広範
囲に渡って噴出しうるようにし、そこで生じたオゾンの
気泡を遠赤外線放射セラミックス砕石の層を通して上昇
させ、オゾンの気泡により殺菌処理を行ない、遠赤外線
放射セラミックス砕石により被処理水の活性化を行ない
うるようにしてなる流水路浄化システムである。
[Example 4] The present invention is the surface area of a large number of spherical bodies such as cobblestones, oval bodies or elliptical rotating bodies in the front part of the downstream side position of the third weir provided at the bottom of the precipitation area. A structure having a large surface area, a large number of structures having a large surface area, and a large number of voids so that an extremely large surface area can be formed in the gap between the surface portions of the stacked structure having a large surface area. The body is organized so that the water to be treated overflowing the third weir provided at the bottom of the sedimentation area can be dropped with a relatively large head, and the downstream side of the third weir In the process in which the treated water overflowing the third weir falls, the spherical bodies such as cobblestones, egg-shaped bodies, elliptical rotating bodies, and other odd-shaped structures within the range where the treated water diffuses. A structure with a large surface area is placed at the bottom A fourth weir is provided for each minute, the height of the fourth weir is made relatively lower than the height of the third weir, and comparison is made in the process in which the treated water overflowing the third weir falls. The fourth drop so that the water to be treated comes into contact with the surrounding air and drops relatively large to allow the water to be sufficiently taken in by allowing the treated water to drop. The height of the weir is set, and between the fourth weir and the third weir, the structures having a large surface area such as spherical bodies such as cobblestones or ovoids are stacked, A fifth weir is provided on the downstream side, the height of the fifth weir is made slightly lower than the height of the fourth weir, and a relatively wide area between the fourth and fifth weirs. A far-infrared emitting ceramics crushed stone is laid under the surface water surface, and is placed above the bottom of the water below the far-infrared emitting ceramics crushed stone. The spray pipe is made to be a suitable pipe in the horizontal direction so that ozone can be sprayed over a wide range in the horizontal direction, and the bubbles of ozone generated there rise up through the layer of the far-infrared radiation ceramics crushed stone, and the bubbles of ozone It is a flowing water purification system in which the water to be treated can be activated by the crushed stone of far-infrared radiation ceramics.

【0010】[0010]

【実施例5】本発明は、沈澱エリアの最下位置に設けら
れた第三の堰の下流側の位置の手前部分に多数の玉石な
どの球状体或いは卵状体或いは楕円回転体などの表面積
が広い構造体を積み重ね、その表面積が広い構造体を多
数積み重ね、その積み重ねられた表面積が広い構造体の
表面部分間の隙間にきわめて広い表面積を形成しうるよ
うにして多数の空隙部がある構造体を組織して、その部
分に沈澱エリアの最下位置に設けられた第三の堰を溢流
した被処理水を比較的大きい落差で落下させうるように
し、前記第三の堰の下流側であって第三の堰を溢流した
被処理水が落下する過程で、その被処理水が拡散する範
囲内に玉石などの球状体或いは卵状体或いは楕円回転体
或いはその他の異形構造体などの表面積が広い構造体を
配設し、その下端部分に第四の堰を設け、その第四の堰
の高さを第三の堰の高さに比べて比較的低くし、第三の
堰を溢流した被処理水が落下する過程で比較的大きい落
差にして落下させることにより、その被処理水が周囲の
空気に接触して被処理水が空気を十分取り込むことを可
能とするための比較的大きい落差を維持しうるように前
記第四の堰の高さを設定し、その第四の堰と前記第三の
堰との間で玉石などの球状体或いは卵状体などの前記表
面積が広い構造体を積み重ね、前記第四の堰と前記第三
の堰との間の部分に多数の玉石などの球状体或いは卵状
体或いは楕円回転体或いはその他の異形構造体などの表
面積が広い構造体などからなる表面積が広い構造体を積
み重ね、その表面積が広い構造体を多数積み重ね、その
積み重ねられた表面積が広い構造体の表面部分間の隙間
にきわめて広い表面積を形成しうるようにした多数の空
隙部がある構造体を組織し、その部分に沈澱エリアの最
下位置に設けられた第三の堰を溢流した被処理水を比較
的大きい落差で落下させうるようにし、その落下の過程
で、その被処理水を周囲の空気に接触させることにより
空気中の酸素成分が水分子に働きかけて水中の溶存酸素
を増大させ、水分子の活性化を計りうるようにし、前記
第三の堰の下流側であって第三の堰を溢流した被処理水
が落下する過程で、その被処理水が拡散する範囲内に玉
石などの球状体或いは卵状体或いは楕円回転体或いはそ
の他の異形構造体などの表面積が広い構造体を配設し、
その下端部分に第四の堰を設け、その第四の堰の高さを
第三の堰の高さに比べて比較的低くし、第三の堰を溢流
した被処理水が落下する過程で比較的大きい落差にして
落下させることにより、その被処理水が周囲の空気に接
触して被処理水が空気を十分取り込むことを可能とする
ための比較的大きい落差を維持しうるように前記第四の
堰の高さを設定し、その第四の堰と前記第三の堰との間
で玉石などの球状体或いは卵状体などの前記表面積が広
い構造体を積み重ね、前記第四の堰の下流側に第五の堰
を設け、その第五の堰の高さを第四の堰の高さに比べて
わずかだけ低くし、第四の堰と第五の堰との間の比較的
広い表面積の水面の下には、遠赤外線放射セラミックス
砕石を敷き、その遠赤外線放射セラミックス砕石の下の
水底の部分に、塩化ビニール樹脂製シート或いは塩化ビ
ニール樹脂製板或いはその他の適切な平面部材を敷き、
その平面部材を敷設した水底の部分の上の位置にオゾン
噴出用合成樹脂管などのオゾン噴出用管を水平面方向に
ジグザグ状に或いは並列に或いはその他の適切な配管に
して、オゾンを水平面方向に広範囲に渡たって噴出しう
るようにし、そこで生じたオゾンの気泡を遠赤外線放射
セラミックス砕石の層を通して上昇させ、オゾンの気泡
により殺菌処理を行ない、遠赤外線放射セラミックス砕
石により被処理水の活性化を行ないうるようにしてなる
流水路浄化システムである。
[Embodiment 5] In the present invention, the surface area of a large number of spherical bodies such as cobblestones, oval bodies or elliptical rotating bodies is provided in the front part of the downstream side of the third weir provided at the bottom of the sedimentation area. A structure having a large surface area, a large number of structures having a large surface area, and a large number of voids so that an extremely large surface area can be formed in the gap between the surface portions of the stacked structure having a large surface area. The body is organized so that the water to be treated overflowing the third weir provided at the bottom of the sedimentation area can be dropped with a relatively large head, and the downstream side of the third weir In the process in which the treated water overflowing the third weir falls, the spherical bodies such as cobblestones, egg-shaped bodies, elliptical rotating bodies, and other odd-shaped structures within the range where the treated water diffuses. A structure with a large surface area is placed at the bottom A fourth weir is provided for each minute, the height of the fourth weir is made relatively lower than the height of the third weir, and comparison is made in the process in which the treated water overflowing the third weir falls. The fourth drop so that the water to be treated comes into contact with the surrounding air and drops relatively large to allow the water to be sufficiently taken in by allowing the treated water to drop. The height of the weir is set, and between the fourth weir and the third weir, the structures having a large surface area such as spherical bodies such as cobblestones or ovoids are stacked, and the fourth weir and A large surface area structure composed of a large surface area structure such as a large number of spherical bodies such as cobblestones, oval bodies, elliptical rotating bodies, or other odd-shaped structures is stacked in a portion between the third weir, A large number of structures with a large surface area are stacked, and the stacked structure with a large surface area A structure with a large number of voids that allow an extremely large surface area to be formed in the gaps between the surface parts is organized, and the part that overflows the third weir provided at the bottom of the precipitation area is organized in that part. Allows the treated water to fall with a relatively large head, and in the process of dropping it, the treated water is brought into contact with the surrounding air, and the oxygen components in the air act on the water molecules to increase the dissolved oxygen in the water. Within the range in which the water to be treated diffuses in the process of falling the water to be treated that has overflowed the third weir and is downstream of the third weir so that the activation of water molecules can be measured. A spherical body such as a cobblestone, an oval body, an ellipsoidal body, or another structure with a large surface area such as an irregular structure,
A process in which a fourth weir is provided at the lower end of the fourth weir, and the height of the fourth weir is made relatively low compared to the height of the third weir, and the treated water overflowing the third weir falls. In order to maintain a relatively large head for allowing the water to be treated to come into contact with the surrounding air and allow the water to be sufficiently taken in by dropping the water with a relatively large head at the above. The height of the fourth weir is set, and the large surface area structure such as a spherical body such as a cobblestone or an oval body is stacked between the fourth weir and the third weir, and the fourth weir is formed. A fifth weir is provided on the downstream side of the weir, the height of the fifth weir is made slightly lower than the height of the fourth weir, and a comparison is made between the fourth weir and the fifth weir. A far-infrared emitting ceramic crushed stone is laid under the water surface with a large surface area, and salt is placed on the bottom of the water below the crushed far-infrared emitting ceramics. Place a plastic resin sheet or vinyl chloride resin plate or other suitable planar member,
At the position above the bottom of the water where the flat member is laid, the ozone injection pipe such as the ozone injection synthetic resin pipe is zigzag in the horizontal direction, or in parallel or in another suitable pipe, and ozone is directed in the horizontal direction. It makes it possible to eject over a wide range, and raises the bubbles of ozone generated there through a layer of crushed far infrared radiation ceramics, sterilizes the bubbles of ozone, and activates the water to be treated by the crushed far infrared radiation ceramics. It is a running water purification system that can be performed.

【0011】[0011]

【効果】本発明は、曝気エリアでは、遠赤外線放射セラ
ミックス砕石の層を形成し、発生する好気性バクテリア
により有機物の分解のため、エアレーションにより被処
理用水の溶存酸素の量を増加させうるようにし、次に位
置する沈澱エリアでは、その上流側の曝気エリアで曝気
処理された被処理用水の中に混入されている微粒物質,
バクテリアの死骸などの水質を劣化させる物質を自然に
沈澱させるようにしうる広い沈澱エリアを配設し、次に
位置する流水活性化エリアでは、オゾンを水平面方向に
広範囲に渡って噴出しうるようにし、そこで生じたオゾ
ンの気泡を遠赤外線放射セラミックス砕石の層を通して
上昇させ、オゾンの気泡により殺菌処理を行ない、遠赤
外線放射セラミックス砕石により被処理水の活性化を行
ないうるようにオゾン噴出体を配設するとともに、遠赤
外線放射セラミックス砕石の層を形成してなる流水路浄
化システムであるから、被処理用水を曝気エリアから次
に沈澱エリアに流下させ、次に流水活性化エリアに流下
させていく過程で、上記のような被処理水の浄化をし、
そして、被処理水の活性化を確実に行いうる効果があ
る。また、本発明は、流水路を浄化するために、その流
水路の流域を流水の流路に沿って流水を浄化するように
し、流水の浄化の第一の段階を、曝気エリアによる曝気
処理段階から始め、次に、流水の浄化の第二の段階を、
沈澱エリアによる沈澱処理段階にし、次に、流水の浄化
の第三の段階を、流水活性化エリアによる流水活性化処
理段階にし、最初の曝気処理段階で曝気エリアに配設さ
れた遠赤外線放射セラミックス砕石の表面の働きでその
エリアで発生する好気性バクテリアにより有機物の分解
処理をしうるようにするために、エアレーションにより
被処理用水の溶存酸素の量を増加させうるようにし、次
の沈澱エリアでは、その上流側の曝気エリアで曝気処理
された被処理用水の中に混入されている微粒物質,バク
テリアの死骸などの水質を劣化させる物質を自然に沈澱
させるようにし、次の流水活性化エリアでは、オゾンを
水平面方向に広範囲に渡って噴出しうるようにし、そこ
で生じたオゾンの気泡を遠赤外線放射セラミックス砕石
の層を通して上昇させ、オゾンの気泡により殺菌処理を
行ない、遠赤外線放射セラミックス砕石により被処理水
の活性化を行ないうるようにした流水路浄化方法である
から、被処理用水を曝気エリアから次に沈澱エリアに流
下させ、次に流水活性化エリアに流下させていく過程
で、上記のような被処理水の浄化をし、そして、被処理
水の活性化を確実に行ないうるとともに遠赤外線放射セ
ラミックス砕石は半永久的に利用できるものであり、オ
ゾンの気泡による殺菌処理は非常に強いが残留しないの
で使用後、予期しない悪影響を及ぼす恐れもない。ま
た、きわめて低費用で施工できる効果がある。
[Effect] The present invention forms a layer of far-infrared radiating ceramics crushed stone in the aeration area and decomposes organic substances by aerobic bacteria generated, so that the amount of dissolved oxygen in treated water can be increased by aeration. , In the next settling area, fine particles contained in the water to be treated which has been aerated in the aeration area on the upstream side,
A wide precipitation area is provided to allow natural substances such as bacterial carcasses to be naturally precipitated, and the flowing water activation area located next allows ozone to be ejected over a wide area in the horizontal direction. , The ozone bubbles generated there are moved up through the layer of crushed far-infrared emitting ceramics, the ozone bubbles sterilize, and the ozone ejector is arranged so that the crushed far-infrared emitting ceramics can activate the water to be treated. Since this is a running water purification system that is constructed by forming a layer of far-infrared radiation ceramic crushed stone, the water to be treated will flow down from the aeration area to the precipitation area and then to the water activation area. In the process, purify the treated water as above,
And, there is an effect that the water to be treated can be surely activated. Further, in order to purify the flowing water channel, the present invention purifies the flowing water of the flowing water channel along the flow channel of the flowing water channel, and the first step of purifying the flowing water is the aeration treatment step by the aeration area. And then the second stage of running water purification,
Far-infrared radiation ceramics placed in the aeration area at the first aeration process stage after the precipitation treatment stage by the precipitation area, and then the third stage of the purification of running water by the flush water activation process stage by the flowing water activation area In order to enable decomposition of organic matter by aerobic bacteria generated in the area by the function of crushed stone, it is possible to increase the amount of dissolved oxygen in the water to be treated by aeration, and in the next precipitation area , In the aeration area on the upstream side, fine particles that are mixed in the aeration-treated water to be treated, substances that deteriorate water quality such as dead bodies of bacteria, are allowed to settle naturally, and in the next water flow activation area, , Ozone can be ejected over a wide area in the horizontal direction, and the bubbles of ozone generated there rise through the layer of crushed far infrared radiation ceramics In this method, the water to be treated flows down from the aeration area to the sedimentation area because it is a method to purify the water by sterilizing it with ozone bubbles and activating the water to be treated with crushed far infrared radiation ceramics. In the process of flowing down to the water activation area, the water to be treated can be purified as described above, and the water to be treated can be surely activated, and the far-infrared emitting ceramic crushed stone is semipermanent. The ozone bactericidal treatment is very strong but does not remain, so there is no risk of unexpected adverse effects after use. Moreover, there is an effect that construction can be performed at extremely low cost.

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

【図1】図1は、本発明を施した1実施例の流水路浄化
システムの概念図である。
FIG. 1 is a conceptual diagram of a running water purification system according to an embodiment of the present invention.

【図2】図2は、本発明を施した流水路浄化システムの
主要部の一つである曝気エリアとその一つ上流側のエリ
アとの二つのエリアを示した縦断面図である。
FIG. 2 is a vertical cross-sectional view showing two areas, an aeration area, which is one of the main parts of a flowing water purification system according to the present invention, and an area upstream of the aeration area.

【図3】図3は、本発明を施した流水路浄化システムの
主要部の一つである沈澱エリアとその上流側の曝気エリ
アとの二つのエリアを示した縦断面図である。
FIG. 3 is a vertical cross-sectional view showing two areas, namely, a sedimentation area, which is one of the main parts of the flowing water channel purification system according to the present invention, and an aeration area on the upstream side thereof.

【図4】図4は、本発明を施した流水路浄化システムの
主要部の一つである流水活性化エリアその上流側の沈澱
エリアとの二つのエリアを示した縦断面図である。
FIG. 4 is a vertical cross-sectional view showing two areas including a flowing water activation area, which is one of the main parts of the flowing water channel purification system according to the present invention, and a precipitation area on the upstream side thereof.

【図5】図5は、図1とは別の実施例の本発明を施した
1実施例の流水路浄化システムの主要部である遠赤外線
放射セラミックス砕石の収容構造体の概念図である。
FIG. 5 is a conceptual diagram of a far-infrared emitting ceramics crushed stone accommodating structure, which is a main part of a flowing water channel purification system according to an embodiment of the present invention different from that of FIG.

【符号の説明】[Explanation of symbols]

1 曝気エリア 2 沈澱エリア 3 流水活性化エリア 4 遠赤外線放
射セラミックス砕石 5 第一の堰 6 第二の堰 7 第三の堰 8 第四の堰 9 第五の堰 10 汚泥集積用
窪部 11 オゾン噴出用合成樹脂管 12 ステンレス
鋼製メッシュ篭 13 塩ビ製気泡発生管 14 粗ごみ排除
装置と浮遊物排除装置 15 玉石などの球状体 16 塩ビ製シー
1 Aeration Area 2 Sedimentation Area 3 Flow Water Activation Area 4 Far Infrared Radiating Ceramics Crushed Stone 5 First Weir 6 Second Weir 7 Third Weir 8 Fourth Weir 9 Fifth Weir 10 Sludge Accumulation Cavity 11 Ozone Jetting synthetic resin tube 12 Stainless steel mesh cage 13 PVC bubble generating tube 14 Coarse dust removing device and floating matter removing device 15 Spherical body such as cobblestone 16 PVC sheet

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】曝気エリアでは、遠赤外線放射セラミック
ス砕石の層を形成し、発生する好気性バクテリアにより
有機物の分解のため、エアレーションにより被処理用水
の溶存酸素の量を増加させうるようにし、次に位置する
沈澱エリアでは、その上流側の曝気エリアで曝気処理さ
れた被処理用水の中に混入されている微粒物質,バクテ
リアの死骸などの水質を劣化させる物質を自然に沈澱さ
せるようにしうる広い沈澱エリアを配設し、次に位置す
る流水活性化エリアでは、オゾンを水平面方向に広範囲
に渡って噴出しうるようにし、そこで生じたオゾンの気
泡を遠赤外線放射セラミックス砕石の層を通して上昇さ
せ、オゾンの気泡により殺菌処理を行ない、遠赤外線放
射セラミックス砕石により被処理水の活性化を行ないう
るようにオゾン噴出体を配設するとともに、遠赤外線放
射セラミックス砕石の層を形成してなる流水路浄化シス
テム。
1. In the aeration area, a layer of crushed far-infrared radiation ceramics is formed, and aerobic bacteria are generated to decompose organic matter, so that the amount of dissolved oxygen in the water to be treated can be increased by aeration. In the sedimentation area located on the upper side, it is possible to spontaneously precipitate fine particles contained in the water to be treated that has been aerated in the aeration area on the upstream side, substances that deteriorate water quality such as dead bodies of bacteria. A sedimentation area is provided, and in the flowing water activation area located next, it is possible to eject ozone over a wide area in the horizontal direction, and the bubbles of ozone generated there are raised through a layer of far-infrared emitting ceramics crushed stone, Sterilization is performed by ozone bubbles, and ozone is sprayed so that the water to be treated can be activated by crushed far infrared radiation ceramics. With disposing the body, flowing water channel purification system by forming a layer of far-infrared radiation ceramic crushed stone.
【請求項2】流水路を浄化するために、その流水路の流
域を流水の流路に沿って流水を浄化するようにし、流水
の浄化の第一の段階を、曝気エリアによる曝気処理段階
から始め、次に、流水の浄化の第二の段階を、沈澱エリ
アによる沈澱処理段階ににし、次に、流水の浄化の第三
の段階を、流水活性化エリアによる流水活性化処理段階
にし、最初の曝気処理段階で曝気エリアに配設された遠
赤外線放射セラミックス砕石の表面の働きでそのエリア
で発生する好気性バクテリアにより有機物の分解処理を
しうるようにするために、エアレーションにより被処理
用水の溶存酸素の量を増加させうるようにし、次の沈澱
エリアでは、その上流側の曝気エリアで曝気処理された
被処理用水の中に混入されている微粒物質,バクテリア
の死骸などの水質を劣化させる物質を自然に沈澱させる
ようにし、次の流水活性化エリアでは、オゾンを水平面
方向に広範囲に渡って噴出しうるようにし、そこで生じ
たオゾンの気泡を遠赤外線放射セラミックス砕石の層を
通して上昇させ、オゾンの気泡により殺菌処理を行な
い、遠赤外線放射セラミックス砕石により被処理水の活
性化を行ないうるようにした請求項1記載の流水路浄化
方法。
2. In order to purify a running water channel, the drainage area of the flowing water channel is purified along the flow path of the running water, and the first step of the running water purification is from the aeration treatment step by the aeration area. First, then, the second stage of running water purification is the precipitation treatment stage by the settling area, and then the third stage of running water purification is the running water activation treatment stage by the running water activation area. In order to enable decomposition of organic substances by aerobic bacteria generated in the area by the surface of the far-infrared emitting ceramics crushed stones arranged in the aeration area at the aeration treatment stage, the water to be treated is aerated. In order to increase the amount of dissolved oxygen, in the next settling area, the water quality of fine particles and bacterial carcasses mixed in the water to be treated that has been aerated in the aeration area on the upstream side. The degrading substance is allowed to settle naturally, and in the next water flow activation area, ozone can be ejected over a wide area in the horizontal direction, and the bubbles of ozone generated there rise through the layer of far-infrared radiation ceramic crushed stone. 2. The method for purifying a running water channel according to claim 1, wherein sterilization is performed by bubbles of ozone, and water to be treated is activated by crushed far infrared radiation ceramics.
【請求項3】生活排水などの不良水が流入する最も上流
側の流水路の最も下流側の位置に、水位を維持して溢水
しうるようにするための第一の堰を配設し、第一の堰の
位置より上流側の流水路の適宜位置に粗ごみ排除装置と
ともに浮遊物排除装置を配設し、その下流側を、気泡発
生管を配設するとともに、遠赤外線放射セラミックス砕
石を配設してなる曝気エリアにし、この曝気エリアは、
このエリアで発生する好気性バクテリアにより有機物の
分解処理をしうるようにするためにエアレーションによ
り被処理用水の溶存酸素の量を増加させうるようにし、
遠赤外線放射セラミックス砕石を被処理用水に接触させ
て、被処理用水の水分子の活性化を計り、遠赤外線放射
セラミックス砕石が好気性バクテリアの生育条件を助長
しうるようにし、その下流側を、その上流側の曝気エリ
アで曝気処理された被処理用水の中に混入されている微
粒物質,バクテリアの死骸などの水質を劣化させる物質
を自然に沈澱させるようにして沈澱エリアにし、そし
て、その水域の沈澱エリアには、前段の曝気エリアと同
様に好気性バクテリアを発生させ、特に、壁面、底面な
どの広範囲の部分で育ちうるようにし、その下流側に
は、その上流側の沈澱エリアで沈澱処理された被処理用
水を堰で溢水させて落水させ、その水を多数の玉石など
の球状体或いは卵状体或いは楕円回転体などの表面積が
広い構造体の集積体で受け、その水を多数の玉石などの
集積体の下方側に設けた堰で溢水させ、その堰の下流側
に最終の堰を設け、その最終の堰の高さをその前の堰の
高さに比べてわずかだけ低くし、その堰とその次の堰で
最終の堰との間の比較的広い表面積の水面の下には、遠
赤外線放射セラミックス砕石を敷き、その遠赤外線放射
下の水底の部分の上の位置にオゾン噴出用管を水平面方
向に適切な配管にして、オゾンを水平面方向に広範囲に
渡って噴出しうるようにし、そこで生じたオゾンの気泡
を遠赤外線放射セラミックス砕石の層を通して上昇さ
せ、オゾンの気泡により殺菌処理を行ない、遠赤外線放
射セラミックス砕石により被処理水の活性化を行ないう
るようにしてなる請求項1記載の流水路浄化システム。
3. A first weir for maintaining the water level and allowing overflowing is provided at a position on the most downstream side of the most upstream running water channel into which poor water such as domestic wastewater flows. A suspended matter removing device is installed together with a coarse dust removing device at an appropriate position in the flowing water channel upstream of the position of the first weir, and a bubble generating tube is installed on the downstream side thereof, and far-infrared radiation crushed stones are crushed. The aeration area that is installed, this aeration area,
In order to be able to decompose organic matter by aerobic bacteria generated in this area, it is possible to increase the amount of dissolved oxygen in the water to be treated by aeration.
The far-infrared emitting ceramics crushed stone is contacted with the water to be treated to measure the activation of water molecules in the water to be treated so that the far-infrared emitting ceramics crushed stone can promote the growth conditions of aerobic bacteria. A fine particle substance mixed in the water to be treated that has been aerated in the aeration area on the upstream side, a substance that deteriorates the water quality such as a dead body of bacteria, is naturally settled into the settling area, and the water area Aerobic bacteria are generated in the precipitation area in the same manner as in the aeration area in the previous stage, and in particular, they are allowed to grow on a wide area such as the wall surface and bottom surface, and on the downstream side, the precipitation area on the upstream side is precipitated. The treated water to be treated is made to overflow by a weir, causing the water to fall, and the water is aggregated of a large number of spherical bodies such as cobblestones or oval bodies or ellipsoidal bodies with a large surface area. The overflow of the water is made by a weir provided on the lower side of the aggregate such as many cobblestones, and a final weir is provided on the downstream side of the weir, and the height of the final weir is the height of the previous weir. Just below the water surface of the relatively large surface area between the weir and the last weir at the next weir, far infrared emitting ceramic crushed stone is laid, and the bottom of the water under the far infrared radiation is The ozone jetting pipe is made to be a suitable pipe in the horizontal direction at a position above the part so that ozone can be jetted over a wide area in the horizontal direction, and the bubbles of ozone generated there are passed through a layer of crushed far infrared radiation ceramics. The flowing water purification system according to claim 1, wherein the water is purified by sterilizing by raising bubbles of ozone and activating the water to be treated by crushed far infrared radiation ceramics.
【請求項4】生活排水などの不良水が流入する最も上流
側の流水路の最も下流側の位置に、水位を維持して溢水
しうるようにするための木材の厚板による第一の堰を配
設し、その第一の堰は、その部材である木材の厚板をそ
の横幅の方向を上下方向にして段階的に上下方向に直列
に重ねうるようにし、上下方向に直列に重ねることによ
りその第一の堰の高さを所望の高さにさせうるように
し、そこで、常時、第一の堰の位置より上流側の流水路
の水位を所望の水位に維持させうるようにし所望の木材
製或いは竹製などの純植物製の或いは金属製或いは合成
樹脂製などの粗ごみ受けなどの粗ごみ排除装置とともに
水を汚染する廃油などの浮遊物を除去するための浮遊物
排除装置或はオイルフェンスなどの浮遊物処理装置を配
設してなる請求項1記載の流水路浄化システム。
4. A first weir made of a plank of wood for maintaining a water level and allowing overflow at a most downstream position of a most upstream running water channel into which poor water such as domestic wastewater flows. The first weir is arranged so that the wood planks that are the members of the first weir can be stacked in series in the vertical direction stepwise with the width direction being the vertical direction. The height of the first weir can be made to be a desired height by means of the above, so that the water level of the flow channel upstream of the position of the first weir can be maintained at a desired water level at all times. A coarse waste removal device such as a solid plant such as wood or bamboo or a metal or synthetic resin such as a synthetic resin, as well as a floating substance removal device for removing floating substances such as waste oil that contaminate water A floating matter processing device such as an oil fence is provided. Placing running water channel purification system.
【請求項5】第一の堰の位置より第二の堰の位置までの
間に一つ或いは複数のステンレス鋼製メッシュ篭などの
ように耐腐食性および耐久性のある水より比重の重い透
水性篭を配設し、その透水性篭の中にエアレーション用
塩化ビニール樹脂製パイプなどの合成樹脂製気泡発生管
或いは金属製或いは陶磁器製気泡発生管を水平方向に配
設し、前記気泡発生管の所望位置に気泡発生用通孔を分
散状態に或いは水平方向に配設し、前記透水性篭の中に
は、遠赤外線放射セラミックス砕石を充填し、前記気泡
発生管を通して生じた気泡を遠赤外線放射セラミックス
砕石の層を通して上昇させ、その気泡の浮上または破裂
または小気泡に分散することなどにより河川水などの被
処理用水を撹拌して曝気処理をなしうるようにした請求
項1記載の流水路浄化システム。
5. Water permeation having a higher specific gravity than water having corrosion resistance and durability such as one or more stainless steel mesh baskets between the first weir position and the second weir position. A bubble basket made of synthetic resin such as a pipe made of vinyl chloride resin for aeration or a bubble generator tube made of metal or ceramics is horizontally arranged in the water-permeable basket. At the desired position, the through holes for bubble generation are arranged in a dispersed state or in the horizontal direction, the permeable basket is filled with crushed far-infrared radiation ceramics, and the bubbles generated through the bubble generation tube are converted into far-infrared rays. The running water channel according to claim 1, wherein the water to be treated such as river water is agitated by raising it through a layer of crushed radiant ceramics and floating or bursting the bubbles or dispersing them into small bubbles. System.
【請求項6】第一の堰の位置から第二の堰の位置までの
間と第二の堰の位置から第三の堰の位置までの間とにお
いて水位の差の部分を形成し、かつ、第一の堰の位置か
ら第二の堰の位置までの間の曝気エリアの水面の広さに
比べて第二の堰の位置から第三の堰の位置までの間の沈
澱エリアの水面の広さを数倍の広さにし、その水域の沈
澱エリアを、前段の曝気エリアと同様に好気性バクテリ
アを発生させ、特に、壁面、底面などの広範囲の部分で
育ちうるようにしてなる請求項1記載の流水路浄化シス
テム。
6. A water level difference portion is formed between the first weir position and the second weir position and between the second weir position and the third weir position, and , Of the water surface of the precipitation area between the position of the second weir and the position of the third weir compared to the extent of the water surface of the aeration area between the position of the first weir and the position of the second weir. The area is made several times larger, and the settling area of the water area generates aerobic bacteria like the aeration area in the previous stage, and in particular, can grow on a wide area such as a wall surface or bottom surface. 1. The running water purification system according to 1.
【請求項7】第一の堰および第二の堰および第三の堰を
松材の厚板により形成し、第一の堰の位置と第二の堰の
位置との間および第二の堰の位置と第三の堰の位置との
間の下底面を上方から下方へ或いは下方から上方へ或い
は両側から中心部への傾斜面の部分を形成し、その傾斜
面の部分には、塩化ビニール樹脂製シート或いは塩化ビ
ニール樹脂製板或いは沈降物が傾斜面の部分の上を滑り
落ちうるようにした傾斜面を形成する素材からなる平面
の部分を設け、その最も深いところに汚泥集積用窪部兼
バキュウームポンプなどにより吸取り可能にした汚泥吸
取り部を配設し、第一の堰の位置から第二の堰の位置ま
での間と第二の堰の位置から第三の堰の位置までの間と
において水位の差の部分を形成し、かつ、第一の堰の位
置から第二の堰の位置までの間の水面の広さに比べて第
二の堰の位置から第三の堰の位置までの間の水面の広さ
を1.5倍乃至15倍の広さにし、その水域を沈澱エリ
アにし、前段の曝気エリアと同様に沈澱エリアにも好気
性バクテリアを発生させ、特に、壁面、底面などの広範
囲の部分で育ちうるようにしてなる請求項1記載の流水
路浄化システム。
7. The first weir, the second weir, and the third weir are formed by pine planks, and are located between the position of the first weir and the position of the second weir, and the second weir. On the lower bottom surface between the position of No. 3 and the position of the third weir, forming a sloped surface portion from above to below, from below to above, or from both sides to the center. A resin sheet, a vinyl chloride resin plate, or a flat portion made of a material forming an inclined surface that allows sediment to slide down over the inclined surface portion is provided, and a sludge accumulation recess is provided at the deepest point. A sludge suction part that can also suck up by a vacuum pump etc. is provided, and between the position of the first weir and the position of the second weir and from the position of the second weir to the position of the third weir. Between the first weir and the second weir from the position of the first weir. The area of the water surface between the position of the second weir and the position of the third weir is 1.5 to 15 times larger than the area of the water surface up to The flowing water purification system according to claim 1, wherein the aerobic bacteria are generated in the precipitation area as well as in the aeration area in the previous stage so that they can be grown particularly in a wide area such as a wall surface or a bottom surface.
【請求項8】遠赤外線放射セラミックス砕石を金属製網
または合成樹脂製網または繊維製網などの網の中に入
れ、その網の中の遠赤外線放射セラミックス砕石に被処
理水を接触させうるようにし、上記遠赤外線放射セラミ
ックス砕石を三連層にし、あらかじめ、被処理水に含ま
れるごみなどを取り除き、そこで、取り除かれてごみな
どがない被処理水を上記遠赤外線放射セラミックス砕石
層の中に通過させ、それとともにオゾンにも接触させ被
処理水の活性化を行ないうるようにしてなる請求項1記
載の流水路浄化方法。
8. A crushed far-infrared emitting ceramic crushed stone is put in a net such as a metal net, a synthetic resin net or a fiber net, and the far-infrared radiant ceramic crushed stone in the net can be contacted with water to be treated. , The far-infrared radiation ceramics crushed stones in three layers, in advance, to remove the dust and the like contained in the water to be treated, there is no waste such as treated water in the far-infrared radiation ceramics crushed stone layer 2. The method for purifying a running water channel according to claim 1, wherein the water to be treated is allowed to pass through and is brought into contact with ozone to activate the water to be treated.
JP5138809A 1993-05-06 1993-05-06 System and method for purification of water flow passage Pending JPH06320193A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5138809A JPH06320193A (en) 1993-05-06 1993-05-06 System and method for purification of water flow passage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5138809A JPH06320193A (en) 1993-05-06 1993-05-06 System and method for purification of water flow passage

Publications (1)

Publication Number Publication Date
JPH06320193A true JPH06320193A (en) 1994-11-22

Family

ID=15230752

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5138809A Pending JPH06320193A (en) 1993-05-06 1993-05-06 System and method for purification of water flow passage

Country Status (1)

Country Link
JP (1) JPH06320193A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008545522A (en) * 2005-05-16 2008-12-18 リー,バ−ドゥ Small river water purification system
CN102190401A (en) * 2010-09-28 2011-09-21 浙江浙大海元环境科技有限公司 Method for treating sewage in middle and small towns

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008545522A (en) * 2005-05-16 2008-12-18 リー,バ−ドゥ Small river water purification system
CN102190401A (en) * 2010-09-28 2011-09-21 浙江浙大海元环境科技有限公司 Method for treating sewage in middle and small towns

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