JPH0398688A - Water treatment method - Google Patents

Water treatment method

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Publication number
JPH0398688A
JPH0398688A JP23674289A JP23674289A JPH0398688A JP H0398688 A JPH0398688 A JP H0398688A JP 23674289 A JP23674289 A JP 23674289A JP 23674289 A JP23674289 A JP 23674289A JP H0398688 A JPH0398688 A JP H0398688A
Authority
JP
Japan
Prior art keywords
water
treated
water treatment
flocs
treatment liquid
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
JP23674289A
Other languages
Japanese (ja)
Inventor
Mitsuhiko Nishikawa
西川 三彦
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.)
KUBOTA GEORGE FISCHER KK
Original Assignee
KUBOTA GEORGE FISCHER 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 KUBOTA GEORGE FISCHER KK filed Critical KUBOTA GEORGE FISCHER KK
Priority to JP23674289A priority Critical patent/JPH0398688A/en
Publication of JPH0398688A publication Critical patent/JPH0398688A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To remove water-bloom and invisible water-soluble organic matters as well and to enable decomposition of ammonia and removal of malodor by stirring and mixing water treatment liquid containing a large amount of natural mineral ions and gases to diffuse them into water to be treated. CONSTITUTION:Muddy sediments 22 are deposited at the bottom of ponds, lakes and marshes 21. An agitation-mixing device 24 is provided in the water to be treated 23 in the pond. An injection pipe 27 from a water treatment liquid tank 26 and air pipe 29 having an air port 28 above the surface of water are connected to the device 24. Further, on the side of the pond, a catch basin 30 is provided. When the agitation-mixing device is operated, the water treatment liquid is mixed into the water to be treated together with fine air bubbles and diffuses thereinto. The water treatment liquid contains a large amount of natural mineral ions and hence it acts not only on ordinary sludges but also on invisible suspended organic matters to form flocs 31. As the flocs rise, impurities such as water-bloom, etc., near the surface of water are taken into the flocs.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は水処理方法に関し、特に池,湖沼,河川.飼育
水槽などの浄化および活性化を図るための水処理方法に
関する. 従来の技術 第3図は、この種の水処理を行うための従来の施52を
示す。ここで1は池・沼であり、この池・沼1からの被
処理水2は、まずスクリーン3にて大型浮遊物が除去さ
れ、その後に一次沈殴槽4へ送られる.この一次沈殿横
4で夾2i物が除去された被処理水2は、急速撹拌槽5
と緩速撹拌槽6とを備えた凝集$17へ送られる。そし
て、急速撹拌槽5へは注入設備8から凝集剤が供給され
、また緩速攬拌槽6へは注入設備9から高分子凝集剤が
供給されることで、被処理水2の中の汚物が凝集を起こ
す.凝集物は′a集沈殿槽10において沈降し、これに
よってBODやSSが除去された処理水11は、処理水
i412に一時的に貯留される.そして処理水槽12か
らの処理水11は、循環水として適時に池・沼1へ循環
される。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a water treatment method, particularly for ponds, lakes, rivers. Concerning water treatment methods for purifying and revitalizing breeding tanks, etc. BACKGROUND OF THE INVENTION FIG. 3 shows a conventional arrangement 52 for carrying out this type of water treatment. Here, 1 is a pond/swamp, and the water to be treated 2 from this pond/swamp 1 is first subjected to a screen 3 to remove large floating objects, and then sent to a primary sinking tank 4. The water to be treated 2 from which the contaminants 2i have been removed in the primary sedimentation side 4 is transferred to the rapid stirring tank 5
and a slow stirring tank 6. Then, the flocculant is supplied to the rapid stirring tank 5 from the injection equipment 8, and the polymer flocculant is supplied to the slow stirring tank 6 from the injection equipment 9. causes aggregation. The aggregates settle in the 'a collection and sedimentation tank 10, and the treated water 11 from which BOD and SS have been removed is temporarily stored in the treated water i412. The treated water 11 from the treated water tank 12 is appropriately circulated to the pond/swamp 1 as circulating water.

発明が解決しようとする課題 しかし、このような従来のものでは、(1)アオコや不
可視水溶性有機物を除去できない、(11)生物環境に
有害なアンモニア体を分解して異臭を除くことができな
い、OiD池・沼1の水面近傍の水を主として処理する
ことになるため、池底部に堆積したヘドロを除去するこ
とができない、などの問題点がある.このため透視度を
含む水質の改善が困難であり、さらに沈殿槽4,10に
沈殿した汚泥の処理を行わなければならないという問題
点もある.また第3図に示すような大掛りな設備を要す
るため、イニシャルコスト,メンテナンスコストとも膨
大になるという問題点さえある. そこで本発明はこのような問題点を解決することのでき
る水処理方法を提案することを目的とする. 課題を解決するための手段 上記[1的を達成するため本発明は、天然鉱物性イオン
を多量に含む水処理液と気体を被処理水の中に撹拌混入
してフロックを浮上させ、浮上したフロックを被処理水
の外へ取り出すものである.また本発明は、被処理水か
ら取り出されたフロックを遠心分M#Rにより脱水処理
するものである.作用 このようにすると、天然鉱物性イオンを多量に含む水処
理液は、被処理水中の不可視,浮遊性有機物にも働きか
けてこれを凝集し、フロックを形成させてこのフロック
を浮上させる.このとき、アオコなどの不純物はフロッ
クに取り込まれる.水処理液と気体を被処理水の中に撹
拌混入するために通常撹拌混合装置が使用され、この撹
拌混合装置は、たとえば特公昭61−36448号公報
に提案されるもののように、被処理水中に微細な気泡を
発生させてこの微細気泡と水処理液とを撹拌,混合させ
るものである。このような撹拌混合装置によって水処理
液を気体とともに被処理水の中に散布すると、これら水
処理液と撹拌混合装置との相互作用により、アンモニア
体などの化合物が分解される. すなわち、撹拌混合装置によって発生された気泡が被処
理水中ではじけると、そのときに超音波が発生し、この
超音波のエネルギによって、アンモニア体を構成する窒
素と水素との原子間結合がゆるむ.また、水処理液に含
まれる天然鉱物性イオンは、各種金属陽イオンを多量に
含み、本来アンモニア体を分解しやすい傾向にあるが、
上記超音波によって活性化され、その傾向が顕著になる
Problems to be Solved by the Invention However, with these conventional methods, (1) it is not possible to remove blue-green algae and invisible water-soluble organic matter, and (11) it is not possible to decompose ammonia bodies that are harmful to the biological environment and eliminate off-flavors. , since the water near the surface of OiD Pond/Swamp 1 is mainly treated, there are problems such as the inability to remove the sludge accumulated at the bottom of the pond. For this reason, it is difficult to improve water quality including transparency, and there is also the problem that the sludge that has settled in the settling tanks 4 and 10 must be treated. Furthermore, since it requires large-scale equipment as shown in Figure 3, there is the problem that both initial cost and maintenance cost are enormous. Therefore, the purpose of the present invention is to propose a water treatment method that can solve these problems. Means for Solving the Problems In order to achieve the above [1], the present invention stirs and mixes a water treatment liquid containing a large amount of natural mineral ions and a gas into the water to be treated to float flocs. This is to remove the flocs from the water to be treated. Further, the present invention dehydrates the flocs taken out from the water to be treated by centrifugation M#R. In this way, the water treatment solution containing a large amount of natural mineral ions acts on invisible and floating organic matter in the water to be treated, coagulates it, forms flocs, and floats the flocs. At this time, impurities such as blue-green algae are incorporated into the floc. A stirring and mixing device is usually used to stir and mix the water treatment liquid and gas into the water to be treated. This method generates fine bubbles and stirs and mixes the fine bubbles and the water treatment liquid. When a water treatment liquid is sprayed into the water to be treated together with a gas using such a stirring and mixing device, compounds such as ammonia are decomposed due to the interaction between the water treatment liquid and the stirring and mixing device. In other words, when the bubbles generated by the stirring mixer burst in the water being treated, ultrasonic waves are generated, and the energy of this ultrasonic wave loosens the interatomic bonds between nitrogen and hydrogen that make up the ammonia body. In addition, natural mineral ions contained in water treatment solutions contain large amounts of various metal cations and tend to easily decompose ammonia bodies.
It is activated by the ultrasonic waves and its tendency becomes noticeable.

この結果、従来においては分解が困難であったアンモニ
ア体などの化合物の分解がきわめて簡単に行われ、かつ
有機臭が解消されることになる.また気泡によって、フ
ロックの浮上が促進されるとともに、バクテリアの繁殖
が促進される.水処!’!Jj液は、天然鉱物性イオン
を多量に含むことから、被処理水中に拡散されることで
、水質をミネラル化し、このため被処理水そのものが活
性化する.また魚などの生物に対し無害である.水処理
液は、気泡とともに被処理水の中に撹拌混入されて拡敗
されるため、池底部に堆積したヘドロ層などにも作用し
、これをも分解1浮上させる。
As a result, compounds such as ammonia, which were difficult to decompose in the past, can be decomposed extremely easily, and organic odors can be eliminated. In addition, air bubbles promote the floating of flocs and the proliferation of bacteria. Water place! '! Since JJ liquid contains a large amount of natural mineral ions, when it is diffused into the water to be treated, it mineralizes the water quality, thereby activating the water itself. It is also harmless to living things such as fish. Since the water treatment liquid is stirred and mixed into the water to be treated together with air bubbles and spreads, it also acts on the sludge layer deposited at the bottom of the pond, causing it to be decomposed and brought to the surface.

浮上したフロックは被処理水の外へ取り出されるが、こ
れを脱水した後に脱水液を枦過するなどすれば、この枦
過済の液はきわめて清浄なものになる.このとき、前述
のようにアオコなどの不純物はフロックに収り込まれて
しまうので、このフロックを遠心脱水機で脱水処理して
粉状化するなどすれば、戸過のためのフィルタの負荷は
大幅に軽減する. 本発明によれば、撹拌混合装置を用いて水処理液を池・
沼などの被処理水中に直接拡散し、浮上したフロックを
被処理水から取り出して脱水,枦過なとするだけで上記
被処理水の浄化,活性化を行うことが可能となる.した
がって、従来のように沈殿槽や″a集槽を各種必要とし
、しかも被処理水の全量をこれら沈殿槽や凝集槽に通ず
ものに比べ、イニシャルコスト,ランニングコストとも
著しく低減する. 実施例 第1図は、本発明方法の一実施例を適用するための池・
湖沼浄化システムの概略構成を示す。ここで21は池・
湖沼であり、その底部にはへドロ22が堆積している。
The floated flocs are taken out of the water to be treated, but if they are dehydrated and then passed through the dehydrated solution, the resulting solution becomes extremely clean. At this time, as mentioned above, impurities such as blue-green algae are trapped in the flocs, so if the flocs are dehydrated using a centrifugal dehydrator and pulverized, the load on the door filter can be reduced. Significantly reduced. According to the present invention, a water treatment liquid is transferred to a pond using a stirring and mixing device.
It becomes possible to purify and activate the water to be treated by simply dispersing it directly into the water to be treated, such as a swamp, and removing the floated flocs from the water, dehydrating them, and draining them. Therefore, the initial cost and running cost are significantly reduced compared to the conventional method, which requires various types of sedimentation tanks and collection tanks, and in which the entire amount of water to be treated is passed through these sedimentation tanks and flocculation tanks. FIG. 1 shows a pond and
The schematic configuration of the lake purification system is shown. Here 21 is a pond.
It is a lake, and sludge 22 is deposited at its bottom.

この池・湖沼21における被処理水23の内部には撹拌
混合装置24が設けられている。
A stirring and mixing device 24 is provided inside the water to be treated 23 in the pond/lake 21 .

この撹拌混合装置24には、地面に形成された歩道25
の開方におけろ水処理液W426からの注入バイプ27
と、水面上にエア028を有するエアバイプ29とが接
続されている。また池・湖沼21の測方には、集水桝3
0が設けられている. このような楕成において、撹拌混合装置24を運転する
と、水処理液は、微細な気泡とともに被処理水23の中
に混入し拡散される。水処理液は、天然鉱物イオンを多
量に含み、たとえば下記のような戒分を含有するものが
利用される.このような水処理液は、たとえば■エーピ
ージエー社によって!!lll!遺されている. このような組成の水処I!J液は、通常の汚泥のみなら
ず不可視.浮遊性有機物にも働きかけてフロック31を
形成する。このフロック31は水面の近傍へ浮上するが
、このときアオコなどの不純物はフロック31に取り込
まれる.しかも水処理液と撹拌混合装置24との相互作
用によって、アンモニア体などの化合物が分解される。
This stirring and mixing device 24 includes a walkway 25 formed on the ground.
Injection pipe 27 from filtrate treatment liquid W426 when opened.
and an air pipe 29 having air 028 above the water surface. In addition, when measuring ponds and lakes 21, catchment basin 3
0 is set. In such an oval configuration, when the stirring/mixing device 24 is operated, the water treatment liquid is mixed into the water to be treated 23 together with fine bubbles and is diffused. The water treatment liquid contains a large amount of natural mineral ions, and for example, those containing the following precepts are used. This kind of water treatment liquid is produced by ■APG Inc., for example! ! llll! It is left behind. Water treatment with such composition I! J liquid is not only normal sludge but also invisible. It also acts on floating organic matter to form flocs 31. This floc 31 floats near the water surface, but at this time, impurities such as blue-green algae are taken into the floc 31. Furthermore, compounds such as ammonia are decomposed due to the interaction between the water treatment liquid and the stirring/mixing device 24.

また気泡によって、フロック31の浮上が促進されると
ともに、バクテリアの繁殖が促進される.水処理液は、
天然鉱物性イオンを多量に含むことから、被処理水の水
質をミネラル化して、被処理水そのものを活性化する.
また魚などの生物に対しm害であるため、これら生物を
存在させたままの状態で、池・湖沼21の浄化作業を実
施できる。
In addition, the air bubbles promote floating of the flocs 31 and the proliferation of bacteria. The water treatment liquid is
Since it contains a large amount of natural mineral ions, it mineralizes the quality of the water being treated and activates the water itself.
Moreover, since it is harmful to living things such as fish, the purification work of the pond/lake 21 can be carried out while these living things remain present.

水処理液は、撹拌混合装置24によって気泡とともに水
流32となって拡散されるため、池・湖沼の底部に#i
積したヘドロ22にも作用し、これをも分解,浮上させ
る. フロック31の浮上を確認したなら、集水桝30の履門
を所定位置まで押し下げ、循環・工水注入バルブ33を
開き、二次処理槽34から急遠枦過機35を経た浄水を
池・湖沼21へ送り込んでその水位を押し上げ、水流に
てフロック31を集水桝30へ流し込む.この集水桝3
0におけるフロック31を含んだ汚水は一次処理槓3θ
へ貯留する. 一次処理!!436の中の汚水が一定量に達したなら、
大型浮遊物を排除しながら遠心分離機37を運転する.
そして、この遠心分M機37によってフロック31の水
分を除去し、この水分は、二次処理槽34へ送った後に
前述のように急速が過1a35を経て池・湖沼21へ再
放流する.このように水分を除去することによって、遠
心分離lll37においては、フロックの粉状固形物が
得られるため、これは系外に排出する. 上述のように本発明によれば、アオコなど従来の方法で
は除去不可能とされていた汚物をもフロック31の中へ
取り込むことができるため、遠心分到旧7から収り出さ
れる水分はきわめて清浄度が高い.このため本発明によ
れば、二次処理槽34および急速枦過1i135の負荷
は、きわめて小さなものとなる。したがって、場合によ
っては、第1図において破線で示すように、遠心分[I
l37からの水分に一次処理38を施すだけで、これを
直ちに池・湖沼21へ循環させることもできる. このように本発明によれば、第3図の従来例のような大
掛りな設備を使用ずることなしに、池・湖沼21の水質
を大幅に向上させることができる。
The water treatment liquid is dispersed by the stirring and mixing device 24 together with air bubbles in the form of a water stream 32, so that it reaches the bottom of the pond or lake.
It also acts on the accumulated sludge 22, breaking it up and making it float. After confirming that the flocs 31 have floated, push down the gate of the water collection basin 30 to a predetermined position, open the circulation/engine water injection valve 33, and pour purified water from the secondary treatment tank 34 through the rapid filter 35 into the pond. The water is sent to the lake 21 to raise its water level, and the flow of water causes the flocs 31 to flow into the catchment basin 30. This water collection basin 3
The wastewater containing flocs 31 at
Store in. Primary treatment! ! When the sewage in 436 reaches a certain amount,
Operate the centrifuge 37 while removing large floating objects.
Then, the water content of the floc 31 is removed by this centrifugal separator 37, and this water content is sent to the secondary treatment tank 34, and is then re-discharged into the pond/lake 21 through the rapid water treatment 1a35 as described above. By removing water in this manner, a powdery solid substance of floc is obtained in the centrifugation llll37, and this is discharged from the system. As described above, according to the present invention, it is possible to incorporate dirt such as blue-green algae that cannot be removed by conventional methods into the floc 31, so that the moisture collected from the centrifugal part 7 is extremely small. High cleanliness. Therefore, according to the present invention, the load on the secondary treatment tank 34 and the rapid overflow 1i 135 becomes extremely small. Therefore, in some cases, the centrifugal fraction [I
By simply subjecting the water from the l37 to the primary treatment 38, it can be immediately circulated to the pond/lake 21. As described above, according to the present invention, the water quality of the pond/lake 21 can be significantly improved without using large-scale equipment like the conventional example shown in FIG.

下表は、本発明の方法にもとづく水処理の前後に第2図
は、本発明方法の池の実施例を適用するための獣類飼育
槽浄化システムの概略横成を示ず。
The table below shows before and after water treatment according to the method of the present invention. FIG. 2 does not show a schematic diagram of the animal breeding tank purification system for applying the pond embodiment of the method of the present invention.

水族館の獣類の観賞用水槽にあっては、浮″i!1排泄
物、有機物、′R細繊毛などの除去が必要である。
In aquariums for viewing animals, it is necessary to remove floating ``i!1 excreta, organic matter, ``R fine cilia, etc.''.

このため従来は槽内の水を循環l遇するシステムが採用
され、急速ろ過すなわち物理化学式ろ過方式と、緩速ろ
過(重力式ろ過〉すなわち硝化バクテリアによる有機物
の分解に期待した生物化学的処理方式とのいずれか、ま
たは双方が採用されている.また特にアシカ,ラッコ.
アザラシなどの獣類のffillTI用水槽においては
、水中に獣毛が含まれるため、ヘアキャッチャと凝集沈
a設備と急速枦過機とが採用されている. しかし、これら従来の方法では、不可視水溶性有R物.
アンモニア,獣類の微細な繊毛などをとらえることがで
きず、槽内水の白濁、黄変の原因となり、循環水の水質
の改善は図れない.そこで従来は、オゾンや塩素の作用
による漂白、滅菌、脱臭効果を加えている.ところが、
その作業には細心の注意と熟練とが必要で、オゾンや塩
素の使用量が少なければ効果が大きく減退し、反対に多
ければ飼育生物に悪影響を及ぼすといった問題点がある
,さらに、このような従来のものでは、凝集沈殿槽に残
る汚泥を処理しなければならないという問題もある. 第2図に示した獣類飼育浄化システムは、このような従
来技術における問題点をことごとく解消したものである
.以下、これを詳細に説明する。
For this reason, systems that circulate the water in the tank have traditionally been adopted, including rapid filtration, or physicochemical filtration, and slow filtration, or gravity filtration, which is a biochemical treatment method that relies on the decomposition of organic matter by nitrifying bacteria. Sea lions, sea otters, and sea otters in particular.
In ffillTI aquariums for animals such as seals, hair catchers, flocculation equipment, and rapid filtration machines are used because the water contains animal hair. However, in these conventional methods, invisible water-soluble R substances are removed.
It cannot capture ammonia or the minute cilia of animals, causing the water in the tank to become cloudy or yellow, making it impossible to improve the quality of the circulating water. Conventionally, the bleaching, sterilizing, and deodorizing effects of ozone and chlorine have been added. However,
This work requires great care and skill, and if the amount of ozone or chlorine used is small, the effectiveness will be greatly reduced, while if too much ozone or chlorine is used, it will have a negative impact on the organisms kept. Conventional systems also have the problem of having to dispose of the sludge remaining in the coagulation and sedimentation tank. The animal husbandry purification system shown in Figure 2 completely eliminates all of the problems in the conventional technology. This will be explained in detail below.

同図において、41は獣類の飼育用水槽で、第1図の場
合と同様の撹拌混合装置24が、擬岩42などで目立た
ないようにして設けられている.この撹拌混合装置24
には、水処理液槽26とエアロ28とが接続されている
. このようなものにおいて、撹拌混合装置24を運転する
と、第1図の場合と同様にフロック31が形成される.
このとき、排泄物、残餌などの不可視水溶性有機物もが
捕捉されてフロック化されるどともに、繊毛がフロック
に取り込まれる.このようにして形成され、浮上したフ
ロック31は、オーバーフロー槽43を通って、水槽4
1の底部からの汚物とともに遠心分Ma37に至る.そ
して遠心分Mal37において、水分が除去されるとと
もにフロックの粉状固形物が得られる。遠心分離機37
からの水分は、砂枦過R44を経た後に飼育用水槽41
に循環される.飼育用水槽41の内部においては、水処
理液と撹拌混合装置24との相互作用によつて、第l図
の場合と同様のアンモニアの分解が行われる. なお第2図において、45は同様の楕或の飼育用水槽で
、飼育用水槽41とは別種の獣類が飼育される. 発明の効果 以上述べたように本発明によると、天然鉱物イオンを多
量に含む水処理液と気体を撹拌混合して被処理水の中に
拡散することによって、アオコや不可視水溶性有機物を
も除去できるうえに、アンモニアの分解が可能となり、
しかも異臭の除去が可能になるという、顕著な効果を有
する.また池や槽の底部に堆積したヘドロなどにも水処
理液を作用させてこれを分解、浮上させることができる
.さらに最少限の設備だけで効果的な水処理を行うこと
ができ、従来のように沈殿槽や凝集槽を必要とするもの
に比べ、イニシャルコスト,ランニングコストとも低減
させることができる.また本発明によれば、アオコや不
可視水溶性有機物をもフロック化することができるうえ
にアンモニアを分解することができるため、このフロッ
クを遠心分MIlで脱水すれば、フロックから除去され
る水分はきわめて清浄なものとなる.このため、その後
のフィルタなどの負荷を、従来の方法に比べ大幅に低減
することができる。
In the figure, reference numeral 41 denotes an aquarium for rearing animals, and a stirring/mixing device 24 similar to that shown in FIG. This stirring and mixing device 24
A water treatment liquid tank 26 and an aero 28 are connected to the . In such a device, when the stirring/mixing device 24 is operated, flocs 31 are formed as in the case of FIG.
At this time, invisible water-soluble organic matter such as excrement and leftover food is captured and formed into flocs, and cilia are incorporated into the flocs. The flocs 31 formed and floated in this manner pass through the overflow tank 43 and pass through the water tank 4.
It reaches the centrifugal fraction Ma37 together with the waste from the bottom of 1. Then, in the centrifugation step Mal37, water is removed and powdered solids of flocs are obtained. Centrifuge 37
After passing through the sand filter R44, the water from the
It is circulated to Inside the rearing water tank 41, ammonia is decomposed in the same way as in the case of FIG. In FIG. 2, reference numeral 45 denotes a similar oval breeding tank in which animals of a different species from the breeding tank 41 are kept. Effects of the Invention As described above, according to the present invention, blue-green algae and invisible water-soluble organic matter can also be removed by stirring and mixing a water treatment liquid containing a large amount of natural mineral ions and gas and diffusing it into the water to be treated. In addition to being able to decompose ammonia,
Moreover, it has the remarkable effect of making it possible to remove foreign odors. The water treatment solution can also be used to decompose and float sludge that has accumulated at the bottom of a pond or tank. Furthermore, effective water treatment can be performed with a minimum amount of equipment, and both initial costs and running costs can be reduced compared to conventional systems that require settling tanks and flocculation tanks. Furthermore, according to the present invention, it is possible to floc algae and invisible water-soluble organic matter, and it is also possible to decompose ammonia, so if this floc is dehydrated by centrifugal MIl, the water removed from the floc is It becomes extremely clean. Therefore, the load on subsequent filters and the like can be significantly reduced compared to conventional methods.

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

第1図は本発明の方法の一実施例を適用するrコめの池
・湖沼浄化システムの概wPIjf!4成図、第2図は
本発明の方法の他の実施例を適用するための獣類飼育槽
浄化システムの概略構成図、第3図は従来の水処理施設
の概略構成図である。 21・・・池・湖沼、24・・・撹拌混合装置、26・
・・水処理液槽、37・・・遠心分M機。
FIG. 1 shows an overview of a pond/lake purification system to which an embodiment of the method of the present invention is applied. FIG. 2 is a schematic diagram of an animal breeding tank purification system to which another embodiment of the method of the present invention is applied, and FIG. 3 is a schematic diagram of a conventional water treatment facility. 21... Pond/lake, 24... Stirring mixer, 26...
...Water treatment liquid tank, 37...Centrifuge M machine.

Claims (1)

【特許請求の範囲】 1、天然鉱物性イオンを多量に含む水処理液と気体を被
処理水の中に撹拌混入してフロックを浮上させ、浮上し
たフロックを被処理水の外へ取り出すことを特徴とする
水処理方法。 2、被処理水から取り出されたフロックを遠心分離機に
より脱水処理することを特徴とする請求項1記載の水処
理方法。
[Claims] 1. Stirring and mixing a water treatment liquid containing a large amount of natural mineral ions and gas into the water to be treated to float flocs, and take out the floated flocs out of the water to be treated. Characteristic water treatment method. 2. The water treatment method according to claim 1, wherein the flocs taken out from the water to be treated are dehydrated using a centrifuge.
JP23674289A 1989-09-12 1989-09-12 Water treatment method Pending JPH0398688A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23674289A JPH0398688A (en) 1989-09-12 1989-09-12 Water treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23674289A JPH0398688A (en) 1989-09-12 1989-09-12 Water treatment method

Publications (1)

Publication Number Publication Date
JPH0398688A true JPH0398688A (en) 1991-04-24

Family

ID=17005118

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23674289A Pending JPH0398688A (en) 1989-09-12 1989-09-12 Water treatment method

Country Status (1)

Country Link
JP (1) JPH0398688A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0768271A (en) * 1992-06-19 1995-03-14 Shozo Tamura Water purifying method
JP2002079277A (en) * 2000-09-06 2002-03-19 Mitsui Fudosan Kk Apparatus and method for treating water of water using equipment
CN104370431A (en) * 2014-11-25 2015-02-25 湖南大学 Blue algae dehydrating method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0768271A (en) * 1992-06-19 1995-03-14 Shozo Tamura Water purifying method
JP2002079277A (en) * 2000-09-06 2002-03-19 Mitsui Fudosan Kk Apparatus and method for treating water of water using equipment
JP4554791B2 (en) * 2000-09-06 2010-09-29 三井不動産株式会社 Water treatment apparatus and water treatment method for water use facility
CN104370431A (en) * 2014-11-25 2015-02-25 湖南大学 Blue algae dehydrating method

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