JPH11277070A - Sewage treatment method using humus dissolved water - Google Patents
Sewage treatment method using humus dissolved waterInfo
- Publication number
- JPH11277070A JPH11277070A JP10011898A JP10011898A JPH11277070A JP H11277070 A JPH11277070 A JP H11277070A JP 10011898 A JP10011898 A JP 10011898A JP 10011898 A JP10011898 A JP 10011898A JP H11277070 A JPH11277070 A JP H11277070A
- Authority
- JP
- Japan
- Prior art keywords
- humus
- sewage
- water
- mixed
- dissolved water
- 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.)
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、腐植溶水による汚
水処理方法。詳しくは腐植溶水と汚水を混合するだけで
汚水から微小有機物等を沈降分離させて透き通る状態ま
で浄化できる汚水処理方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating sewage with humus. More specifically, the present invention relates to a sewage treatment method capable of sedimenting and separating minute organic matter and the like from sewage by simply mixing humus and sewage to purify the sewage to a transparent state.
【0002】[0002]
【従来の技術】動物の糞尿等から発する悪臭を除去する
のに腐植が優れた効果を発揮することは、特公平4−5
6650号、65697号、65698号、などにより
知られている。そして、腐植は自然生成物であるため処
理水による河川等の二次汚染を生じない優れた特徴を有
する。2. Description of the Related Art It is known that humus exhibits an excellent effect in removing malodors emitted from animal manure and the like.
Nos. 6,650, 65697, 65698, and the like. Since humus is a natural product, it has an excellent feature of preventing secondary pollution of rivers and the like by treated water.
【0003】しかしながら、前記腐植を利用して微小有
機物等が混入している汚水を処理し、前記混入物を沈降
分離させることにより混入物により濁ったり、帯色した
りしている汚水を透き通った状態に浄化できる技術は未
だ提案されていない。そこで、本発明者は、自然生成物
であるため処理水による河川等の二次汚染を起こすおそ
れがない腐植を利用して汚水に混入している微小有機物
等を分離することができないかと考え、水の中に重量比
で5〜10%の腐植を漬けて置いて腐植溶水を造り、こ
の腐植溶水を5個の試験容器へ95cc、90cc、8
0cc、70cc、60ccと量を違えて入れ、各試験
容器へ黄緑色を呈している牛の糞尿の処理汚水を腐植溶
水95ccに対しては5cc、90ccに対しては10
cc、80ccに対しては20cc、70ccに対して
は30cc、60ccに対しては40ccをそれぞれ加
えてよく撹拌した後、静置して変化を観察した。その結
果、汚水5ccの試験容器では、50秒程度から微小有
機物等の沈降分離が始まり、1時間後には微小有機物等
の殆どが試験容器の底に沈降分離して水は薄黄色の有色
透明状態となり、汚水10ccの試験容器では、2分程
度から微小有機物等の沈降分離が始まり、2時間後には
殆どの微小有機物等が試験容器の底に沈降分離して水は
汚水5ccの場合よりもやや濃い有色透明の状態とな
り、汚水20ccの試験容器では、数時間を経過した
後、汚水の最上層の部分の色が薄くなって来たことが認
められたが、以後一昼夜を経過しても最上層より下の汚
水の色が若干薄くなったように感じられる程度に過ぎ
ず、汚水30ccの試験容器と、40ccの試験容器で
は二昼夜を経過しても汚水全体について色の変化は殆ど
認められなかった。このことから、処理汚水の腐植溶水
への混合割合が少ないほど浄化効果があることを知り、
97ccの腐植溶水に3ccの処理汚水を加えてよく撹
拌した後、静置して変化を観察すると、30秒程度から
微小有機物等の沈降分離が始まり、1時間後には微小有
機物等の殆どが試験容器の底に沈降分離して水は無色透
明の状態になった。そこで、前記汚水5ccの試験容器
と10ccの試験容器との有色透明状態の処理水の50
ccを取って、これに等量の腐植溶水を混合してよく撹
拌した後、静置して結果を観察すると、数十秒から微小
有機物等の沈降分離が始まり、30分後には微小有機物
等の殆どが試験容器の底に沈降分離して水は無色透明の
状態になった。従って、牛の糞尿の処理汚水は腐食溶水
の90%以上に対してこれを10%以下混合することが
実用的であることを知った。また、前記同様に調製した
腐食溶水を2個の試験容器へ70ccと60ccずつ入
れて、各試験容器へ白濁している米の研ぎ汁を腐植溶水
の70ccに対しては30cc、60ccに対しては4
0cc加えてよく撹拌した後、静置して変化を観察し
た。その結果、米の研ぎ汁30ccのものでは30分頃
から微小有機物等の等の沈降分離が始まり、1時間後に
は微小有機物等の殆どが試験容器の底に沈降分離して水
は無色透明の状態になり、40ccの場合も1時間頃か
ら微小有機物等の等の沈降分離が始まり、3時間後には
微小有機物等の殆どが試験容器の底に沈降分離して水は
ほぼ無色透明の状態になった。以上の実験結果から処理
汚水の種類によって腐植溶水との混合比率は異なるが、
汚水よりも腐植溶水の方が多くなるように混合すれば、
微小有機物等が混入して濁ったり帯色したりしている汚
水を腐植の作用により微小有機物等を沈降分離させて無
色透明の状態に浄化することができることを見出して本
発明を完成するに至ったものである。[0003] However, the humus is used to treat sewage containing micro-organic substances and the like, and the sewage that is turbid or colored by the contaminants is made clear by sedimentation and separation of the contaminants. A technology that can purify the state has not yet been proposed. Therefore, the present inventor considers whether it is possible to separate micro-organic substances and the like mixed in the sewage using humus, which is a natural product and does not cause secondary pollution of a river or the like by treated water, A humus solution is prepared by immersing a humus at a weight ratio of 5 to 10% in water, and the humus solution is poured into five test containers at 95 cc, 90 cc, and 8 cc.
0cc, 70cc, and 60cc are added in different amounts, and the treated wastewater of cow manure exhibiting yellow-green color is put into each test container in 5cc for 95cc of humus dissolved water and 10cc for 90cc.
After adding 20 cc to 80 cc, 30 cc to 70 cc, and 40 cc to 60 cc, the mixture was stirred well, then allowed to stand still and observed for changes. As a result, in the test vessel with 5 cc of sewage, sedimentation and separation of minute organic matter and the like started from about 50 seconds, and after one hour, most of the minute organic matter and the like settled and separated at the bottom of the test vessel, and the water was a pale yellow colored transparent state. In a test vessel with 10 cc of sewage, sedimentation and separation of minute organic matter and the like start from about 2 minutes, and after 2 hours, most of the minute organic matter and the like settle and separate at the bottom of the test vessel, and the water is slightly more than that of 5 cc of sewage. In the test container of 20 cc of sewage, it became clear that the color of the top layer of sewage became lighter after several hours, but it was observed that the color of the top layer of sewage became lighter all day and night. The color of the sewage below the upper layer seems to have become slightly lighter. In the test container of 30 cc of sewage and the test container of 40 cc, almost no change in the color of the entire sewage was observed even after two days. Did not From this, we know that the smaller the mixing ratio of the treated sewage to the humus solution, the more effective the purification.
After adding 3 cc of treated sewage to 97 cc of humus solution, stirring well, and then allowing the mixture to stand, the change is observed. From about 30 seconds, sedimentation and separation of minute organic substances etc. start, and after 1 hour, most of the minute organic substances etc. The water settled and separated at the bottom of the test container, and the water became a colorless and transparent state. Thus, 50 liters of the treated water in the colored and transparent state between the 5 cc test container and the 10 cc test container of the sewage are used.
Take the cc, mix it with the same amount of humus solution, stir well, and let it stand still to observe the result. Most of the water settled and separated at the bottom of the test container, and the water became a colorless and transparent state. Therefore, it has been found that it is practical to mix 90% or more of corrosive dissolved water with 10% or less of cattle manure treated sewage. Also, 70 cc and 60 cc of the corrosion solution prepared in the same manner as above were put into two test containers, and the whitened rice sharpening juice was added to each test container to 30 cc and 60 cc for 70 cc of the humus solution. 4 for
After adding 0 cc and stirring well, the mixture was allowed to stand and observed for changes. As a result, in the case of 30 cc of rice sharpening juice, sedimentation and separation of fine organic substances and the like start about 30 minutes later, and after one hour, most of the fine organic substances and the like settle and separate at the bottom of the test container, and water is colorless and transparent. In the case of 40 cc, sedimentation and separation of minute organic matter etc. start from about 1 hour even in the case of 40 cc. After 3 hours, most of the minute organic matter etc. settle and separate at the bottom of the test container, and water is almost colorless and transparent. became. From the above experimental results, the mixing ratio with the humic solution differs depending on the type of treated sewage,
If you mix so that humus solution is more than sewage,
The present invention has been completed by finding that sewage that is turbid or colored by the incorporation of microorganic substances can precipitate and separate microorganic substances and the like by the action of humus to a colorless and transparent state. It is a thing.
【0004】[0004]
【発明が解決しようとする課題】本発明が解決しようと
する課題は、従来、汚水の脱臭程度にしか利用されてい
なかった腐植を腐植溶水として、この腐植溶水にこれよ
りも少量の汚水を混合するだけで、腐植の作用により汚
水に混入している微小有機物等を沈降分離させて汚水を
無色透明の状態まで浄化処理でき、しかも、処理水によ
る河川等の二次汚染を起こすことがない汚水処理方法を
提供する。A problem to be solved by the present invention is that humus, which has been conventionally used only for the deodorization of sewage, is used as humus solution and a smaller amount of humus is added to the humus solution. Only by mixing water, sedimentation and separation of micro-organic substances and the like mixed into the wastewater by the action of humus can purify the wastewater to a colorless and transparent state, and can cause secondary pollution of rivers etc. by the treated water. Provide no wastewater treatment method.
【0005】[0005]
【課題を解決するための手段】前記課題を解決するた
め、本発明に係る腐植溶水による汚水処理方法は下記の
手段を採用することを特徴とする。 (1) 腐植に水を接触させて得た腐植溶水と、微小有
機物等が混入する汚水とを混合して、汚水中の微小有機
物等を沈降分離させる汚水処理方法であって、腐植溶水
と汚水との混合比を腐植溶水よりも汚水が少なくなるよ
うに定めて腐植による微小有機物等の沈降分離を確実に
行わせる。 (2) 腐植溶水と汚水との混合比を腐植溶水60%以
上に対し、汚水40%以下とする。 (3) 腐植溶水と汚水との混合体に撹拌、曝気等を加
えて腐植と微小有機物等との接触効果を高める。Means for Solving the Problems In order to solve the above problems, a method for treating sewage with humic solution according to the present invention is characterized by employing the following means. (1) A sewage treatment method in which humus solution obtained by bringing water into contact with humus and sewage mixed with minute organic matter are mixed to settle and separate minute organic matter and the like in the sewage. The mixing ratio between the humus and the sewage is determined so that the amount of the sewage is smaller than that of the humus solution, so that sedimentation and separation of minute organic matter and the like by the humus can be surely performed. (2) The mixing ratio of humus and sewage is set to 40% or less for humus for 60% or more. (3) Stirring, aeration and the like are added to the mixture of the humus solution and the sewage to enhance the contact effect between the humus and the minute organic matter.
【0006】更にこの処理方法の詳細を述べれば、処理
の対象となる汚水は、各種動物の糞尿の処理水、魚介類
の養殖、飼育の用水、動植物性の飲食品の洗浄水、調理
水、飲食品容器、調理機械器具の洗浄水等の微小有機物
等が混入して、これら混入物により水が濁ったり、帯色
している状態のものである。その中で動物の糞尿の処理
水は、草食性、肉食性、雑食性と動物の食性が違うため
の組成や状態の相違や、これに伴う回収や処理の方法等
により様々に相違する。例えば、牛の糞尿処理水の場合
は、バンクリーナにより回収した後、強制脱水した液分
であるか、糞尿を溜槽に溜めたものから液分を抽出した
ものであるか、豚の場合は、糞尿水から固形分を除く処
理をしただけの高濃度のものであるか、豚舎の洗浄水に
糞尿が多少混入したものを処理した低濃度のものである
か等で様々な相違がある。そして、豚の糞尿処理水は、
いずれの回収方法であっても繊維質や未消化物、脱毛等
が混入しているから、一次処理においてこれら異物を除
去し、牛の糞尿処理水は繊維質や混入異物が多い溜槽回
収の場合は、豚の糞尿の処理水と同様一次処理により異
物を除去し、バンクリーナで回収してその後に強制脱水
するため、多くの気泡を生じているものは、腐植溶水と
等量混合して撹拌することにより気泡を除いて、微小有
機物等だけが混在している本発明の処理対象となる汚水
にする。また、魚介類の養殖、飼育の用水、調理水等
は、家畜等とは違う異物が混入しているのでこれらの異
物に適した方法で除去して処理汚水とし、更に、穀物や
乳製品、その他の調理水、洗浄水等の異物混入がないも
のはそのままで処理汚水とする。Further details of this treatment method are as follows: wastewater to be treated is treated water of manure of various animals, water for cultivation and breeding of fish and shellfish, washing water for animal and plant food and drink, cooking water, Microorganic substances such as water for cleaning food and drink containers and cooking equipment are mixed, and water is turbid or colored by these contaminants. Among them, the treated water of animal manure varies in a variety of ways depending on the composition and state of herbivorous, carnivorous, omnivorous and animal foods, and the associated methods of collection and treatment. For example, in the case of cattle excreted water, it is a liquid component that has been forcibly dehydrated after being collected by a bank cleaner, or a liquid component that has been extracted from a liquid collected in a manure tank, or in the case of a pig, There are various differences depending on, for example, whether it is a high-concentration product that has been subjected to a treatment for removing solids from manure water, or a low-concentration product that has been prepared by treating a small amount of manure mixed into swine wash water. And the manure treated water of the pig,
Regardless of the method of recovery, fibers, undigested matter, hair loss, etc. are mixed, so these foreign substances are removed in the primary treatment. As in the case of swine manure treated water, foreign substances are removed by primary treatment, collected by Bancrina and then dewatered forcibly. Stirring removes air bubbles to make sewage water to be treated according to the present invention in which only fine organic substances and the like are mixed. In addition, water for cultivation and breeding of fish and shellfish, breeding water, etc. are mixed with foreign substances different from livestock etc., so they are removed by a method suitable for these foreign substances and treated wastewater, and further, cereals and dairy products, Other water, such as cooking water and washing water, which does not contain foreign matter, is treated as it is.
【0007】腐植溶水を得るための腐植は、市販の粉末
やペレットのものを用いるもので、粉末の場合は、その
まま水中に入れると微粉末が水中に分散し、この分散微
粉末が腐植溶水と汚水を混合して微小有機物等の沈降分
離を行うとき、分離操作を阻害するので腐植溶水を濾過
して微粉末を除いて透き通った腐植溶水として使わなけ
ればならない。このため、腐植粉末はその中の微粉末が
通らない程度の細かい目の袋に収めて水中へ入れ、微粉
末が水中へ出ないようにすることが望ましい。また、腐
植がペレットの場合は、これを網袋に入れて水洗し、粉
塵を洗い流してから水中に入れて粉塵による悪影響がな
いようにし、いずれの場合も最良の沈降分離結果が得ら
れる腐植溶水が調製されるようにする。なお、粉末腐植
を用いる場合、見掛け上はすぐに腐食溶水ができたかに
見える。しかし、この状態のものは沈降分離の効果に乏
しいから、充分な効果の腐植溶水を得るためには、1〜
2時間の浸漬時間を取る必要があり、ペレットの場合
は、3〜6時間の浸漬時間を取る必要がある。そして、
前記した腐植の浸漬時間は、本発明の汚水処理方法によ
り浄化した処理水を腐植溶水を調製するための水に使用
する場合も、前記とほぼ同様の腐植量と時間を選択する
ことにより、再利用水により調製した腐植溶水も安定し
た分離効果を維持できるものである。[0007] Humus for obtaining humus-dissolved water uses commercially available powders or pellets. In the case of powder, if it is put into water as it is, the fine powder is dispersed in water. When sedimentation and separation of minute organic matter and the like are performed by mixing water and sewage, the separation operation is hindered. Therefore, humus solution must be filtered to remove fine powder and used as transparent humus solution. For this reason, it is desirable to put the humus powder in a bag with fine eyes that does not allow the fine powder in the humus powder to pass through, and to prevent the fine powder from flowing out into the water. If the humus is in the form of pellets, put it in a net bag, wash it with water, wash away the dust, and then put it in water so that the dust does not adversely affect the humus. Allow water to be prepared. In addition, when powder humus is used, it looks as if the corrosion water was formed immediately. However, in this state, the effect of sedimentation and separation is poor.
It is necessary to take 2 hours of soaking time, and in the case of pellets, it is necessary to take 3 to 6 hours of soaking time. And
The humus immersion time described above, even when the treated water purified by the sewage treatment method of the present invention is used as the water for preparing the humus solution, by selecting the humus amount and time substantially the same as described above, The humus-dissolved water prepared from the recycled water can also maintain a stable separation effect.
【0008】腐植溶水を得るための水は、水道水、井戸
水、工業用水等の他、二次公害の心配がなければ河川
水、湖沼水等も利用できるものである。しかし、本発明
の処理方法により処理して微小有機物等を沈降分離させ
た処理水は無色透明のものになっているので、前述した
通り腐植溶水を調製する水に利用することができる。従
って、処理水が多量に出る汚水の場合は、処理水を腐植
溶水の調製用として再利用すれば、腐植溶水を最初に調
製するとき以外は給水をする必要がなくなるため用水の
大巾な節約を計ることができる。The water for obtaining the humus solution can be tap water, well water, industrial water, or the like, or river water, lake water, or the like if there is no concern about secondary pollution. However, since the treated water which has been treated by the treatment method of the present invention to precipitate and separate out minute organic substances and the like is colorless and transparent, it can be used as water for preparing humus solution as described above. Therefore, in the case of wastewater with a large amount of treated water, if the treated water is reused for the preparation of humus solution, it is not necessary to supply water except when preparing the humus solution first. Significant savings.
【0009】前記腐植を水に接触させて腐植溶水を調製
するには、前述した通り腐植の粉末やペレットを袋また
は網に入れて水中に漬けて置いて腐植を水中へ溶出させ
るものである。従って、この際、用いる腐植の量は、汚
水の処理の難易度に応じて調整する。しかし、動物の糞
尿汚水や魚介類の養殖、飼育用水や加工調理の洗浄水、
食品の洗浄水や食品容器の洗浄水等の場合は、水に対し
て重量比で2〜5%をを標準値としている。そして、水
には撹拌や曝気を加えて3〜6時間で腐植を水中へよく
溶出させ、目的とする腐植濃度を有する腐植溶水を調製
するようにするもので、もし、腐植の溶出が悪くなって
来れば腐植を新しいものと交換して腐植の濃度が変化せ
ず常に安定した処理結果が得られるように配慮する。な
お、水に対する腐植の量は、汚水の種類が前述したもの
の他、多種多様あって分離の難易度の変化も大きいか
ら、この場合は、5%〜10%あるいはそれ以上を使用
しても差し支えはなく、腐植溶水を調製する時間も状況
に応じて任意に増減調整するものであることは勿論であ
る。In order to prepare the humus solution by bringing the humus into contact with water, as described above, the humus powder or pellets are put in a bag or a net and immersed in water to elute the humus into the water. . Therefore, at this time, the amount of humus to be used is adjusted according to the difficulty of sewage treatment. However, animal manure wastewater and seafood cultivation, breeding water and processing cooking washing water,
In the case of washing water for food or washing water for food containers, the standard value is 2 to 5% by weight based on water. The humus is eluted into the water in 3 to 6 hours by adding agitation or aeration to the water to prepare a humus solution having a desired humus concentration. When it comes, humus is replaced with new one so that the concentration of humus does not change so that a stable processing result is always obtained. In addition, the amount of humus with respect to water can be varied from 5% to 10% or more in this case because there are various types of sewage and a large change in the difficulty of separation. However, it goes without saying that the time for preparing the humus solution is arbitrarily increased or decreased according to the situation.
【0010】前記のように調製した腐植溶水を汚水と混
合するには、通常は処理容器へ汚水処理の難易度に応じ
て60〜97%の腐植用水を収容して置き、この腐植溶
水の中へ微小有機物等が混入している汚水の40〜3%
を加える。しかし、汚水を処理容器に収容して置いて、
これに腐植溶水を加えるようにすることもできる。そし
て、腐植溶水と汚水を混合させて汚水中の微小有機物に
腐植を作用させるものであるから、腐植溶水と汚水の混
合体が静止していたのでは、腐植と微小有機物等との接
触の機会が少なく、腐植により微小有機物等を沈降分離
させる作用も不良となり易い。そこで、腐植溶水と汚水
の混合体には、撹拌手段により撹拌か、混合体への空気
吹き込みによる曝気か、その両方を汚水の種類と環境等
に応じて加え、腐植と微小有機物等との接触効果を高め
て微小有機物等の沈降分離を促進させるるもので、曝気
の場合、有臭空気を混合体への吹き込みに使用すると曝
気の際、腐植が空気から臭気を除く作用をするため、曝
気と空気脱臭の一石二鳥の効果を上げることができる。In order to mix the humus solution prepared as described above with sewage, usually a humus solution of 60 to 97% is placed in a treatment vessel depending on the difficulty of sewage treatment, and the humus solution is placed in the treatment vessel. 40% to 3% of sewage in which minute organic matter is mixed in
Add. However, storing wastewater in a treatment container
Humus solution can be added to this. The humus is mixed with the sewage to cause humus to act on the fine organic matter in the sewage. The effect of sedimentation and separation of minute organic matter and the like by humus is also likely to be poor. Therefore, the mixture of humus and sewage is agitated by stirring means or aerated by blowing air into the mixture, or both are added according to the type of sewage and the environment, etc. It enhances the contact effect and promotes sedimentation and separation of minute organic matter.In the case of aeration, if odorous air is used to blow into the mixture, humus acts to remove odor from the air during aeration. Aeration and air deodorization can improve the effect of two birds per stone.
【0011】前記のように配慮して腐植溶水と汚水の混
合を行うと、汚水中の濁りや帯色の原因となっている微
小有機物等が底へ沈降分離してこの沈降層より上側は透
き通った状態になり処理を終了するもので、容器底へ沈
殿した微小有機物等は、時間の経過に伴い重縮合して粒
子状に凝縮する。従って、この凝縮体は引き抜いた後で
の濾過がし易くなり、その後の水処理も容易になる他、
微小有機物の沈降分離に伴ってCOD、BOD、窒素、
燐等も効果的に分離されるものである。そして、処理の
所要時間は、汚水の種類により腐植溶水との混合比率を
調整すれば、混入する微小有機物が極めて沈降し易いも
のでは1分以内、沈降しにくいものでも数時間程度とす
ることが可能である。なお、腐植溶水と汚水との混合
は、前述した比率に一度にする必要はなく、混合容器を
幾つか準備して腐植溶水と汚水の混合体をこれら容器に
順次移行させるようにして置き、最初の容器では汚水に
対する腐植溶水の比率を少なくして置き、後続の容器で
腐植溶水を補充して比率を上げ、最後の容器で希望する
最高比率に達するようにすることもできるし、更に、最
初から希望する混合比にして置いて、後側の容器で少し
ずつ腐植溶水は補足し、沈殿分離の機能低下を補正する
ように調整することもできる。When the humus and sewage are mixed in consideration of the above, fine organic substances and the like causing turbidity and banding in the sewage settle and separate to the bottom, and the upper part of the sedimentary layer is The treatment is terminated when the transparent state is reached, and the minute organic substances and the like settled on the bottom of the vessel are polycondensed with time and condensed into particles. Therefore, this condensate can be easily filtered after being pulled out, and the subsequent water treatment can be easily performed.
COD, BOD, nitrogen,
Phosphorus and the like are also effectively separated. If the mixing ratio with the humic solution is adjusted according to the type of sewage, the time required for the treatment should be less than 1 minute if the minute organic matter mixed in is extremely easy to settle, and about several hours if the minute organic matter hardly settles. Is possible. It is not necessary to mix the humus and sewage in the above-mentioned ratio at once, but prepare several mixing vessels and place the mixture of humus and sewage in these containers sequentially. Alternatively, the humus to sewage ratio can be reduced in the first container and replenished in a subsequent container to increase the humus ratio to reach the desired maximum ratio in the last container. Further, the mixing ratio may be set to a desired value from the beginning, and the humus solution may be gradually added to the rear container so as to compensate for a decrease in the function of sedimentation and separation.
【0012】[0012]
【0013】以下に本発明に係る腐植溶水による汚水処
理方法の実施形態を説明する。An embodiment of a method for treating sewage with humic solution according to the present invention will be described below.
【0014】実施例1 水道水1000ccを入れた容器に水との重量比で5%
の腐植を投入して撹拌し、水分を吸収した粉末がその重
いものと軽いものとで水中で分離する状態において撹拌
を停止し、この状態では腐植の微粉末が水中に懸濁して
いるから、濾過により微粉末を除いて透き通った腐植溶
水とした。そして、この腐植溶水と、豚の糞尿を一次処
理した後の汚水(1)と、豚の糞尿を一次処理で固液分
離した後、二次処理を施して放流水とした汚水(2)
と、牛乳容器を洗浄したときの牛乳が混入した汚水
(3)、以上の3種類の汚水と腐植溶水とを混合して汚
水から混入する微小有機物等を沈降分離する実験を行っ
た。この実験の条件と結果とを汚水(1)〜(3)につ
いて示したのが以下の実験例1〜実験例3である。Example 1 5% by weight of water in a container containing 1000 cc of tap water
The humus is charged and stirred, and the stirring is stopped in a state where the powder that has absorbed water is separated in the water between the heavy and light ones.In this state, the fine powder of the humus is suspended in the water, Fine powder was removed by filtration to obtain a transparent humus solution. The humus-dissolved water, the sewage after the primary treatment of the pig manure (1), and the sewage of the pig manure solid-liquid separated by the primary treatment and then subjected to the secondary treatment to form the effluent (2)
Then, an experiment was conducted in which sewage (3) mixed with milk when the milk container was washed, and the above three types of sewage and humus-dissolved water were mixed and sedimentation and separation of minute organic substances mixed from the sewage were performed. The following Experimental Examples 1 to 3 show the conditions and results of this experiment for sewage (1) to (3).
【0015】実験例1 汚水(1)の前処理後2、3日を経過したものの10c
cを腐植溶水90ccを入れた混合容器に注入して撹拌
混合し、その混合体を腐植と微小有機物等を効果的に接
触させるため、曝気を続けて微小有機物に腐食を十分作
用させてから静止させて汚水の変化を観察した。その結
果、15分頃から微小有機物の沈降分離が始まり、3時
間後には殆どの微小有機物等が容器の底へ沈降分離し、
この沈降層より上側は透き通った状態になって、存在し
た汚水の臭気も除かれて、上澄水の中にはCOD、BO
D、窒素、燐等の存在が殆ど認められなかった。なお、
この汚水(1)の前処理直後のものを前記同様に処理し
た結果、前処理後2、3日経過したものに比べて処理能
力が劣り、適当な寝かし時間を置いて処理した方が結果
がよいことが確認された。Experimental Example 1 10 days after the pretreatment of sewage (1), two or three days have passed
c is poured into a mixing vessel containing 90 cc of humus-dissolved water and stirred and mixed. In order to effectively contact the mixture with the humus and the fine organic matter, aeration is continued to sufficiently effect corrosion on the fine organic matter. It was allowed to stand still and the change in the sewage was observed. As a result, sedimentation and separation of the minute organic matter started from about 15 minutes, and after about three hours, most of the minute organic matter and the like settled and separated at the bottom of the container.
The upper part of the sedimentary layer becomes transparent, the odor of the existing wastewater is removed, and COD and BO are contained in the supernatant water.
The presence of D, nitrogen, phosphorus and the like was hardly recognized. In addition,
As a result of treating the wastewater (1) immediately after the pretreatment in the same manner as described above, the treatment capacity is inferior to that after a few days after the pretreatment. Good thing was confirmed.
【0016】実験例2 汚水(2)の前処理直後のもの10ccを腐植溶水の9
0ccを入れた混合容器へ注入して撹拌混合し、その混
合体を腐植と微小有機物等を効果的に接触させるため曝
気を続けて微小有機物に腐食を十分作用させてから静止
させて汚水の変化を観察した。その結果、45分頃から
微小有機物の沈降分離が始まり、6時間後に殆どの微小
有機物等が容器の底へ沈降分離して、この沈降層より上
側は透き通った状態になって、汚水の臭気も除かれ、上
澄水の中にはCOD、BOD、窒素、燐等の存在も殆ど
認められなかった。しかし、この汚水(2)は前処理
後、2、3日を経過したものを同じ条件で実験しても結
果は同様であり、この汚水(2)については寝かし期間
を置く必要がないことが確認された。Experimental Example 2 10 cc of the sewage water (2) immediately after the pretreatment was added to the humus solution 9
Pour the mixture into a mixing vessel containing 0 cc and stir and mix. Continue to aerate the mixture to effectively contact the humus with the small organic matter, allow the fine organic matter to sufficiently act on the corrosion, and then stop and change the wastewater. Was observed. As a result, the sedimentation and separation of the minute organic matter starts around 45 minutes, and after six hours, most of the minute organic matter settles and separates to the bottom of the container, and the upper part of the sedimentary layer becomes transparent, and the odor of the wastewater is also reduced. The presence of COD, BOD, nitrogen, phosphorus and the like in the supernatant water was hardly recognized. However, even if this sewage (2) is subjected to a few days after the pretreatment and tested under the same conditions, the result is the same, and it is not necessary to put a sleeping period for the sewage (2). confirmed.
【0017】実験例3 汚水(3)の10ccを腐植溶水90ccを入れた混合
容器へ注入してよく撹拌混合した後、静止させて汚水の
変化を観察した。その結果、3分頃から微小有機物の沈
降分離が始まり、1時間後に殆どの微小有機物等が容器
の底へ沈降分離して、この沈降層より上側は薄い白色を
呈する状態であった。そこで、汚水(3)を7ccに減
らし、これを腐植溶水93ccを入れた混合容器へ注入
してよく撹拌混合した後、静置して変化を観察した結
果、2分頃から微小有機物の沈降分離が始まり、45分
後に殆どの微小有機物等が容器の底へ沈降分離して、こ
の沈降層より上側は透き通った状態になった。更に、汚
水(3)を5ccに減らし、これを腐植溶水95ccを
入れた混合容器へ注入してよく撹拌混合した後、静置し
て変化を観察した。その結果は、2分頃から微小有機物
の沈降分離が始まり、45分後に殆どの微小有機物等が
容器の底へ沈降分離したが、この沈降層より上側は透き
通らず汚水(3)10%の場合と同じ薄い白色を呈して
いる状態であり、汚水(3)と腐植溶水との混合比は
7:93が最良の結果をもたらすことが判明した。Experimental Example 3 10 cc of sewage (3) was poured into a mixing vessel containing 90 cc of humus solution, mixed well with stirring, and then allowed to stand still to observe changes in sewage. As a result, sedimentation and separation of the minute organic matter started about 3 minutes later, and almost one minute later, almost all the minute organic matter and the like settled and separated to the bottom of the container, and the upper part of the sedimentary layer was pale white. Therefore, the amount of wastewater (3) was reduced to 7 cc, and the mixture was poured into a mixing vessel containing 93 cc of humus solution, mixed well with stirring, and allowed to stand still to observe the change. Separation started, and after 45 minutes, most of the minute organic substances and the like settled and separated at the bottom of the container, and the upper part of the settled layer became transparent. Further, the amount of waste water (3) was reduced to 5 cc, and this was poured into a mixing vessel containing 95 cc of humic solution, mixed well with stirring, and allowed to stand still to observe a change. As a result, the sedimentation and separation of the minute organic matter started from about 2 minutes, and most of the minute organic matter and the like settled and separated to the bottom of the container 45 minutes later. It was in the same light white state as in the case, and it was found that the best result was obtained when the mixing ratio of the sewage (3) and the humus solution was 7:93.
【0018】実験例4 実験例3は、牛乳が付着した容器等を水により洗浄して
牛乳で汚れた汚水が出たとき、この汚水を腐植溶水によ
り処理したものである。しかし、この実験例では、牛乳
が付着もしくは残存している容器等は洗わず、この中へ
付着もしくは残存している牛乳との比率が7:93にな
るように腐植溶水を入れた。そして、よく撹拌混合して
静置して置いた。その結果、牛乳中の有機物等が腐植の
作用により沈降分離するため1時間以内で水が透き通っ
た状態になった。そこで、容器内の腐植溶水を排出して
すすぎを行うと容器はきれいになり、牛乳による容器等
の汚染は容器へ腐植溶水へ入れて置くだけで手間を掛け
ずに僅かな水で容器等をきれいにできることが判明し
た。Experimental Example 4 In Experimental Example 3, when a container or the like to which milk adhered was washed with water and sewage contaminated with milk came out, the sewage was treated with humus solution. However, in this experimental example, the container to which milk adhered or remained was not washed, and humus-dissolved water was added so that the ratio with milk adhered or remaining to milk was 7:93. Then, the mixture was well mixed with stirring and allowed to stand. As a result, the organic matter and the like in the milk settled and separated due to the action of the humus, so that the water became transparent within one hour. Therefore, if the humus solution in the container is drained and rinsed, the container becomes clean, and the contamination of the container with milk can be done with just a little water without putting any effort into the container. Turned out to be clean.
【0019】[0019]
【発明の効果】請求項1の効果 (1) 腐植に水を接触させて得た腐植溶水とこれより
も少ない汚水を混合するだけで、汚水に混入する微小有
機物等を沈降分離させて、微小有機物等により濁った
り、帯色したりしていた汚水を透き通った状態に浄化で
きるし、微小有機物とともにCODやBOD、窒素、燐
等も除かれてこれらによる水質汚染の公害も防止できる
し、汚水が有臭である場合その脱臭も計れる。 (2) 天然生成物である腐植を使用するだけであるか
ら、処理水による河川等の二次汚染を起こすことがない
極めて安全な方法である。 (3) 腐植溶水を調製する容器と、腐植溶水と汚水を
混合する容器に撹拌、曝気等の付帯機器を設けるだけの
至って簡単な装置で処理できるため、設備費、運転費が
安く、驚異的な低コスト処理が実現できる。 請求項2の効果 腐植溶水の60%以上と汚水の40%
以下を混合するから、汚水の種類によって異なる微小有
機物等の分離の難易差に応じて、前記範囲内での混合比
を設定を行えば、あらゆる汚水から確実に微小有機物等
を分離して汚水を透き通った状態に浄化できる。 請求項3の効果 腐植溶水と汚水の混合体の撹拌または
曝気により微小有機物等と腐植との接触効果が向上する
ため、微小有機物等の沈降分離は速やかに確実に行われ
て処理能力の増進が計れる。According to the first aspect of the present invention, (1) the humus solution obtained by contacting the humus with water is mixed with a smaller amount of sewage to separate and sediment minute organic substances mixed in the sewage. The sewage that has become cloudy or colored by fine organic substances can be purified into a transparent state, and COD, BOD, nitrogen, phosphorus, etc. are also removed along with the fine organic substances, thereby preventing pollution of water pollution by these substances. If the sewage is odorous, its odor can be measured. (2) Since only humus, which is a natural product, is used, it is an extremely safe method that does not cause secondary pollution of rivers and the like by treated water. (3) The equipment for preparing humus solution and the vessel for mixing humus and sewage can be treated with simple equipment by merely providing auxiliary equipment such as stirring and aeration, so that equipment costs and operating costs are low. Amazing low cost processing can be realized. Effect of Claim 2 More than 60% of humus and 40% of sewage
Since the following are mixed, if the mixing ratio within the above range is set in accordance with the difference in separation of the minute organic matter and the like that differs depending on the type of the wastewater, the minute organic matter and the like can be surely separated from any wastewater to separate the wastewater. It can be purified to a transparent state. Effect of Claim 3 Since the contact effect between the fine organic matter and the like and the humus is improved by stirring or aeration of the mixture of the humic solution and the sewage, sedimentation and separation of the fine organic matter and the like are quickly and reliably performed, and the processing capacity is increased. Can be measured.
Claims (3)
微小有機物等が混入する汚水とを混合して、汚水中の微
小有機物等を沈降分離させる汚水処理方法であって、 腐植溶水と汚水との混合比率を腐植溶水よりも汚水が少
なくなるように定めて腐植による微小有機物等の沈降分
離を確実に行わせることを特徴とする腐植溶水による汚
水処理方法1. A humus solution obtained by bringing water into contact with a humus,
A sewage treatment method in which sewage mixed with sewage mixed with sewage is mixed with sewage mixed with sewage to mix and separate sewage from humus. Sewage treatment method using humus-dissolved water to ensure sedimentation and separation of micro-organic matter etc. by humus
60%以上に対し、汚水40%以下としたことを特徴と
する請求項1記載の腐植溶水による汚水処理方法。2. The sewage treatment method according to claim 1, wherein the mixing ratio of the humus solution and the sewage is 40% or less with respect to 60% or more of the humus solution.
等を加えて腐植と微小有機物との接触効果を高めること
を特徴とする請求項1記載の腐植溶水による汚水処理方
法。3. The method for treating sewage with humus-dissolved water according to claim 1, wherein the mixture of humus and sewage is agitated, aerated, or the like to increase the contact effect between the humus and the fine organic matter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10011898A JPH11277070A (en) | 1998-03-27 | 1998-03-27 | Sewage treatment method using humus dissolved water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10011898A JPH11277070A (en) | 1998-03-27 | 1998-03-27 | Sewage treatment method using humus dissolved water |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11277070A true JPH11277070A (en) | 1999-10-12 |
Family
ID=14265446
Family Applications (1)
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Country | Link |
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JP (1) | JPH11277070A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019046574A1 (en) * | 2017-08-30 | 2019-03-07 | Chemtreat, Inc. | Method and system for controlling odor in water |
-
1998
- 1998-03-27 JP JP10011898A patent/JPH11277070A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019046574A1 (en) * | 2017-08-30 | 2019-03-07 | Chemtreat, Inc. | Method and system for controlling odor in water |
US11420883B2 (en) | 2017-08-30 | 2022-08-23 | Chemtreat, Inc | Method and system for controlling odor in water system |
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