JPH0957251A - Purifying device for pond water, river water and the like - Google Patents

Purifying device for pond water, river water and the like

Info

Publication number
JPH0957251A
JPH0957251A JP21499095A JP21499095A JPH0957251A JP H0957251 A JPH0957251 A JP H0957251A JP 21499095 A JP21499095 A JP 21499095A JP 21499095 A JP21499095 A JP 21499095A JP H0957251 A JPH0957251 A JP H0957251A
Authority
JP
Japan
Prior art keywords
water
pond
river
filter
polluted 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.)
Pending
Application number
JP21499095A
Other languages
Japanese (ja)
Inventor
Reio Morimoto
伶夫 森本
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.)
SHIMIZU SANGYO KK
Original Assignee
SHIMIZU SANGYO 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 SHIMIZU SANGYO KK filed Critical SHIMIZU SANGYO KK
Priority to JP21499095A priority Critical patent/JPH0957251A/en
Publication of JPH0957251A publication Critical patent/JPH0957251A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To make it possible to efficiently purify the polluted water of pond water, river water, etc., over a long period by utilizing humic allophane soil as a filter agent for purifying polluted water while effectively utilizing its adsorption performance and deodorization performance. SOLUTION: Plural filter vessels 2, 2... are installed, successively from an upstream side to a downstream side in the intake port 1 of a pond P or in the weir section, etc., of a river. The many lumpy filter agents S formed by adding a prescribed amt. of inorg. acid to the humic allophane soil made from volcanic ejecta having many fine pores as a raw material, then mixing and bonding the mixture by a binder are housed into the respective filter vessels 2, by which the polluted water of the pond, river, etc., is purified efficiently over a long period.

Description

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

【0001】[0001]

【発明の属する技術分野】本願発明は、池水・河川等の
浄化装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a purification device for pond water, rivers and the like.

【0002】[0002]

【従来の技術】従来から良く知られている水浄化法とし
ては、砂あるいは活性炭を用いて汚濁水を浄化するもの
があるが、活性炭を用いたものの場合、比較的短期間で
汚濁物質を吸着するには有効であるが、長期にわたり安
定した汚濁物質除去性能が要求される用途には不適当で
ある。
2. Description of the Related Art A well-known water purification method has been to purify polluted water using sand or activated carbon. In the case of using activated carbon, it is possible to adsorb pollutants in a relatively short period of time. However, it is not suitable for applications that require stable pollutant removal performance over a long period of time.

【0003】ところで、多数の細孔を有する火山噴出物
を原料とする腐植質アロフェン土が優れた吸着性能およ
び脱臭性能を有するところから、この腐植質アロフェン
土が汚濁水浄化用の浄化剤として注目されてきつつあ
る。
By the way, since humic allophane soil made from volcanic ejecta having a large number of pores has excellent adsorption performance and deodorizing performance, this humic allophane soil attracts attention as a purifying agent for purifying polluted water. Is being done.

【0004】この腐植質アロフェン土は、火山噴出物か
ら草木根、砂礫等を分離除去して取り出されるものであ
り、アロフェンとフミン酸とを主成分としている。その
抽出方法としては、例えば、火山噴出物を水洗い後振動
機にかけて草木根、砂礫等の不要物質を除去し、さらに
天日に干して含有水分を除去してアロフェンとフミン酸
とを主成分とするものを選別採集する方法がある。
This humic allophane soil is obtained by separating and removing plant roots, gravel and the like from volcanic products, and contains allophane and humic acid as main components. As its extraction method, for example, after washing the volcanic ejecta with water and applying a vibrator to remove unnecessary substances such as plant roots and gravel, it is further dried in the sun to remove the contained water to remove allophane and humic acid as main components. There is a method of collecting and collecting what is done.

【0005】上記アロフェンは、電子顕微鏡で見ると、
小さな球状粒子として観察されるが、これらの粒子は、
直径約50オングストロームの中空球状を呈するととも
に変異電荷を示す粘土鉱物である。該変異電荷とは、接
する外囲溶液の濃度とPHによって、その量と符号とが
変動する電荷のことであり、微生物の呼吸の結果できる
水素イオンが金属イオンと交換し、水に移行して微生物
に摂取され、その結果金属イオンが減少すると、核に吸
着されている交換性の同種イオンがこれを補うという現
象が生ずる。
The above allophane, when viewed with an electron microscope,
Although observed as small spherical particles, these particles
It is a clay mineral that exhibits a hollow sphere with a diameter of approximately 50 angstroms and exhibits a mutation charge. The mutation charge is a charge whose amount and sign change depending on the concentration and pH of the surrounding solution in contact, and the hydrogen ions resulting from the respiration of microorganisms are exchanged for metal ions and transferred to water. When it is taken up by the microorganism and the metal ion is reduced as a result, a phenomenon occurs in which the exchangeable cognate ion adsorbed on the nucleus supplements it.

【0006】水には、二酸化炭素のようなガス体のもの
から有機、無機の化合物まで、いろいろな物質が溶けた
り分散したりして含まれるが、上記アロフェンのように
粒子が小さいと単位重量当たりの粒子表面積が非常に大
きくなり、界面での反応が活発化し、核となる表面が負
に荷電されることとなり、それによっておびただしい陽
イオンが引き付けられることとなる。特に、アロフェン
には活性の遊離アルミニウム酸化物が多く存在するとこ
ろから、水中のリン酸やフッ素を良く吸着する。その結
果、所謂電気二重層ができる。該電気二重層とは、磁気
の+と−の電離と同様に吸着したものは別の物体とまた
吸着〜電離するという現象を生起する。
[0006] Water contains various substances such as carbon dioxide and other gas substances as well as organic and inorganic compounds dissolved or dispersed therein. The particle surface area per hit becomes very large, the reaction at the interface is activated, and the core surface is negatively charged, which attracts a large number of cations. In particular, since a lot of active free aluminum oxide is present in allophane, phosphoric acid and fluorine in water are well adsorbed. As a result, a so-called electric double layer is formed. The electric double layer causes a phenomenon in which the adsorbed substance is adsorbed to another substance and ionized similarly to the magnetic + and − ionization.

【0007】一方、フミン酸は、有機質の臭いのもとで
あるアンモニアと反応してフミン酸アンモニウムを生成
し、さらにカルシウムイオンやカドミウムイオン、水銀
イオン、マグネシウムイオン、ナトリウムイオン等とも
結合して硬水を軟水にしたり、重金属を沈殿させる作用
をもっている。また、メチルメルカプタン、メチルイン
ゾールをも吸着する。
On the other hand, humic acid reacts with ammonia, which is a source of organic odor, to form ammonium humate, and also binds with calcium ions, cadmium ions, mercury ions, magnesium ions, sodium ions, etc. to form hard water. Has the action of softening water and precipitating heavy metals. It also adsorbs methyl mercaptan and methyl inzole.

【0008】つまり、アロフェン土は、汚濁水浄化剤と
して極めて有効な作用を有しているのである。
[0008] That is, allophane soil has a very effective action as a polluted water purifying agent.

【0009】[0009]

【発明が解決しようとする課題】ところが、アロフェン
土は上記したように汚濁水浄化剤として極めて有効では
あるが、火山噴出物から分離選別して得られた状態では
粒子が小さすぎるため、そのままでは用途が限定され、
汚濁水浄化用の濾過剤として不適当である。
However, although allophane soil is extremely effective as a pollutant for purifying water as described above, particles are too small in the state obtained by separating and sorting from volcanic ejecta, so that it cannot be used as it is. Limited use,
It is unsuitable as a filtering agent for purifying polluted water.

【0010】本願発明は、上記の点に鑑みてなされたも
ので、腐植質アロフェン土の吸着性能、脱臭性能を有効
に生かしつつ、これを汚濁水浄化用の濾過剤として利用
することにより、池水・河川等の汚濁水を効率的且つ長
期に亙って浄化し得るようにすることを目的とするもの
である。
The present invention has been made in view of the above points, and by effectively utilizing the adsorption performance and deodorization performance of humic allophane soil, while utilizing this as a filtering agent for purifying polluted water, pond water -The purpose is to make it possible to purify polluted water from rivers efficiently and over a long period of time.

【0011】[0011]

【課題を解決するための手段】本願発明の基本構成で
は、上記課題を解決するための手段として、池の取水口
あるいは河川の堰部等に複数の濾過槽を上流側から下流
側に順次設置するとともに、該各濾過槽に、多数の細孔
を有する火山噴出物を原料とする腐植質アロフェン土に
所定量の無機酸を加えたものを結合剤により混合結合し
てなる塊状の濾過剤を多数収納して、効率的且つ長期に
亙って池水・河川等の汚濁水を浄化するようにしてい
る。
In the basic configuration of the present invention, as means for solving the above-mentioned problems, a plurality of filtration tanks are sequentially installed from the upstream side to the downstream side at the intake of a pond or the weir of a river. In addition, in each of the filtration tanks, a block-shaped filtering agent formed by mixing and binding a mixture of a humic allophane soil made of volcanic ejecta having a large number of pores with a predetermined amount of an inorganic acid with a binder. We store a large number of them and efficiently purify polluted water from ponds and rivers over a long period of time.

【0012】本願発明の基本構成において、前記各濾過
槽間に、固形物を沈殿させるための沈殿槽を設けるのが
汚濁水中に含まれる固形物の沈殿除去を行い得る点で好
ましい。
In the basic constitution of the present invention, it is preferable to provide a sedimentation tank for precipitating solid matter between the respective filtration tanks in order to remove solid matter contained in polluted water.

【0013】[0013]

【発明の実施の形態】以下、添付の図面を参照して、本
願発明の幾つかの好適な実施の形態について詳述する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Some preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

【0014】第1の実施の形態 図1および図2には、本願発明の第1の実施の形態にか
かる池水・河川等の浄化装置が示されている。
First Embodiment FIGS. 1 and 2 show a purifying device for pond water, rivers, etc. according to a first embodiment of the present invention.

【0015】この浄化装置は、池の取水口から流出する
汚濁水を浄化するためのものであり、図1および図2に
示すように、池Pの取水口1において上流側から下流側
にかけて両岸1a,1aに亙って順次架設された複数
(例えば、3個)の濾過槽2,2,2と、該各濾過槽
2,2,2間にあって流出水(即ち、汚濁水)W中に含
まれる固形物を沈殿させるための沈殿槽3,3とを備え
て構成されている。
This purifier is for purifying polluted water flowing out from the intake of the pond, and as shown in FIGS. 1 and 2, at the intake 1 of the pond P from the upstream side to the downstream side. A plurality (for example, three) of filtration tanks 2, 2, 2 that are sequentially installed over the shores 1a, 1a, and the outflow water (that is, polluted water) W between the filtration tanks 2, 2, 2 And settling tanks 3 for precipitating the solid matter contained in.

【0016】前記各濾過槽2は、前記取水口両岸1a,
1aに着脱自在に架設される有底の網状籠4と、該網状
籠4内に収納される多数の濾過剤Sとによって構成され
ている。前記網状籠4は、相対向する金属製の枠体5,
5と、該枠体5,5および枠体5,5底部間に張設され
た金網6とによって構成されている。該金網6は、前記
濾過剤Sがこぼれ落ちることのないように、濾過剤Sの
最小のものより小さい網目とされている。
Each of the filtration tanks 2 has the intake ports on both sides 1a,
It is composed of a bottomed net cage 4 which is detachably installed on the la 1a, and a large number of filtering agents S accommodated in the net cage 4. The mesh cage 4 is made of metal frames 5 facing each other.
5 and the frame bodies 5 and 5, and the wire net 6 stretched between the bottom portions of the frame bodies 5 and 5. The wire mesh 6 has a mesh smaller than the minimum size of the filtering agent S so that the filtering agent S does not spill.

【0017】また、前記各沈殿槽3は、前記濾過槽2,
2間に形成される余剰スペースにより構成される。
Further, each of the settling tanks 3 is composed of the filter tanks 2,
It is composed of a surplus space formed between two.

【0018】しかして、前記濾過剤Sとしては、多数の
細孔を有する火山噴出物を原料Sとによって構成されて
おり、とする腐植質アロフェン土に所定量(例えば、5
〜10重量%)の無機酸(例えば、硫酸)を加えたもの
を結合剤(例えば、セメント)により混合結合してなる
塊状のものが採用される。ここで、無機酸(例えば、硫
酸)を添加した理由は、腐植質アロフェン土中に含まれ
る雑菌を殺すとともに、結合剤として使用したセメント
によるアルカリ性を中和するためである。このようにす
れば、雑菌の繁殖が防止できるとともに、濾過槽3,
3,3を通過した水Wを中性液とすることが可能とな
り、水質汚染が防止される。なお、無機酸の添加量を5
〜10重量%としたのは、5重量%以下では殺菌作用が
不十分となり、10重量%を超えると濾過槽2,2,2
を通過したWが酸性液となるおそれがあるからである。
However, as the filtering agent S, a volcanic ejecta having a large number of pores is composed of the raw material S, and a predetermined amount (for example, 5
A lump-shaped product obtained by mixing and adding an inorganic acid (for example, sulfuric acid) of 10 wt%) with a binder (for example, cement) is used. Here, the reason for adding the inorganic acid (for example, sulfuric acid) is to kill various bacteria contained in the humic allophane soil and to neutralize the alkalinity of the cement used as the binder. By doing so, it is possible to prevent the growth of various bacteria, and at the same time, filter tank 3,
It is possible to make the water W that has passed through 3 and 3 into a neutral liquid and prevent water pollution. The amount of inorganic acid added was 5
The amount of 10 to 10% by weight means that the bactericidal action is insufficient when the amount is 5% by weight or less, and the filtration tanks 2, 2 and 2 are more than 10% by weight.
This is because W that has passed through may become an acidic liquid.

【0019】上記のように構成された浄化装置において
は、次のような作用が得られる。
The purifying device constructed as described above has the following effects.

【0020】池Pから取水口1を通って流出する汚濁水
Wは濾過槽2,2,2を通過する過程で濾過剤Sと接触
し、濾過剤Sに汚濁水W中に含まれる汚染物質が吸着さ
れあるいは化学反応により除去され、きれいな水となっ
て下流に流下することとなる。その際、沈殿槽3,3に
おいては、汚濁水W中に含まれる固形物が沈殿除去され
る。
The polluted water W flowing out from the pond P through the intake port 1 comes into contact with the filter agent S in the process of passing through the filter tanks 2, 2, 2 and the pollutant contained in the filter agent S in the polluted water W. Will be adsorbed or removed by a chemical reaction, and become clean water, which will flow down. At that time, in the settling tanks 3 and 3, the solid matter contained in the polluted water W is precipitated and removed.

【0021】ところで、上記水浄化作用は、アロフェン
土中に含まれるアロフェンによる汚染物質吸着作用(即
ち、水中のリン酸やフッ素の吸着)と、フミン酸とアン
モニア、カルシウムイオン、カドミウムイオン、水銀イ
オン、マグネシウムイオン、ナトリウムイオン等との結
合作用およびメチルメルカプタン、メチルインゾールの
吸着作用とによる。しかも、アロフェン土による水浄化
作用は、前述したように電気二重層の生成により長期間
にわたって有効なものである。
By the way, the above-mentioned water purifying action includes the action of adsorbing pollutants by allophane contained in allophane soil (that is, the adsorption of phosphoric acid and fluorine in water), humic acid and ammonia, calcium ions, cadmium ions, and mercury ions. , Binding with magnesium ions, sodium ions, etc. and adsorption with methyl mercaptan and methyl inzole. Moreover, the water purification effect of allophane soil is effective for a long period of time due to the formation of the electric double layer as described above.

【0022】なお、長期使用により目詰まり等が生じた
場合には、濾過槽2を取水口1から取り出して、濾過剤
Sの洗浄を行うか、濾過剤Sの入れ換えを行えばよい。
When clogging occurs due to long-term use, the filter tank 2 may be taken out from the water inlet 1 to wash the filter agent S or replace the filter agent S.

【0023】次に、上記浄化装置において用いられた濾
過剤による水浄化作用を確認するために実験を行った結
果について述べる。
Next, the result of an experiment for confirming the water purifying action of the filtering agent used in the above purifying apparatus will be described.

【0024】まず、本願発明に用いられた濾過剤と活性
炭(比較例)との水浄化作用を比較する比較試験につい
て説明する。
First, a comparative test for comparing the water purification action of the filtering agent used in the present invention and activated carbon (comparative example) will be described.

【0025】腐植質アロフェン土と硫酸(7重量%)と
を有効成分とし、セメントを結合剤として混合結合さ
せ、厚さ3cm、幅30cm×30cmの板状材を作製
し、これを金づちで砕いて粒径:約5mm〜10mmの
濾過剤を得た。該濾過剤を直径10cm、高さ50cm
の透明パイプに8分目入れ、その上下に厚さ5cmのス
ポンジをつめて蓋をし、該蓋に吸入口と排出口を設け
た。また、前記透明パイプの横にアンモニア原水300
ccが入った容器(直径15cm、高さ25cm)を設
置し、前記容器の蓋に排出口を設ける。そして、エアー
ポンプの吸入口と前記アンモニア原水入り容器の排出口
とをビニールパイプで接続し、エアーポンプの排出口と
前記透明パイプの吸入口とを接続して、透明パイプの排
出口からアンモニア臭を嗅いだところ約3分経過後より
臭気はなくなり、60分経過後および180分経過後に
おいても同様であった。
Humus allophane and sulfuric acid (7% by weight) were used as active ingredients, and cement was mixed and bonded as a binder to prepare a plate-like material having a thickness of 3 cm and a width of 30 cm × 30 cm, which was crushed with a hammer. As a result, a filtering agent having a particle size of about 5 mm to 10 mm was obtained. The filter medium has a diameter of 10 cm and a height of 50 cm.
The transparent pipe was placed for 8 minutes, and a sponge having a thickness of 5 cm was put on the top and bottom of the transparent pipe and the lid was closed. Ammonia raw water 300 beside the transparent pipe
A container (15 cm in diameter, 25 cm in height) containing cc is installed, and a discharge port is provided in the lid of the container. Then, the suction port of the air pump and the discharge port of the container containing the raw ammonia solution are connected by a vinyl pipe, the discharge port of the air pump is connected to the suction port of the transparent pipe, and an ammonia odor is discharged from the discharge port of the transparent pipe. The odor disappeared after about 3 minutes, and the same was observed after 60 minutes and 180 minutes.

【0026】一方、前記透明パイプに活性炭をつめて、
前記と同様な試験を行ったところ、3分経過後は鼻をつ
く刺激臭があり、60分経過後および180分経過後に
おいても同様な刺激臭が残った。
On the other hand, the transparent pipe is packed with activated carbon,
When the same test as described above was performed, there was a pungent odor that snorted after 3 minutes, and the same pungent odor remained after 60 minutes and 180 minutes.

【0027】上記試験の結果からも、本願発明の濾過剤
が極めて高い浄化作用(特に、脱臭作用)を有している
ことが明らかである。
From the results of the above test, it is clear that the filtering agent of the present invention has an extremely high purifying action (in particular, deodorizing action).

【0028】次に、本願発明の濾過剤(即ち、アロフェ
ン土+7重量%硫酸の本発明品)と腐植質アロフェン土
のみ(従来品)とを用いた場合の水質試験結果を表1に
示す。
Next, Table 1 shows the water quality test results when the filtering agent of the present invention (that is, the present invention product of allophane soil + 7% by weight sulfuric acid) and only the humic allophane soil (conventional product) were used.

【0029】[0029]

【表1】 [Table 1]

【0030】上記結果によれば、本発明品が従来品に比
べて全ての試験項目において優れていることが分かる。
特に、一般細菌の少ないこと、塩素イオンが低減してい
ること、PH値が中性であること等において特に優れて
いることが分かる。
From the above results, it can be seen that the product of the present invention is superior to the conventional product in all test items.
In particular, it can be seen that it is particularly excellent in that the number of general bacteria is small, that the chloride ion is reduced, and that the PH value is neutral.

【0031】第2の実施の形態 図3および図4には、本願発明の第2の実施の形態にか
かる池水・河川等の浄化装置が示されている。
Second Embodiment FIGS. 3 and 4 show a purifying device for pond water, rivers, etc. according to a second embodiment of the present invention.

【0032】この浄化装置は、河川Rの堰部10に設置
されるものである。該堰部10は、河川Rの川幅が小さ
く制限されているため、浄化装置設置に適している。
This purification device is installed in the weir portion 10 of the river R. The weir portion 10 is suitable for installing a purification device because the river width of the river R is limited to be small.

【0033】そして、前記堰部10の上流側に1個の濾
過槽2を設置し、下流側に2個の濾過槽2,2を設置し
ている。また、下流側の濾過槽2,2間には沈殿槽3が
形成されている。その他の構成および作用効果は第1の
実施の形態と同様なので重複を避けて説明を省略する。
Then, one filtration tank 2 is installed on the upstream side of the weir portion 10, and two filtration tanks 2 and 2 are installed on the downstream side. A settling tank 3 is formed between the downstream filtering tanks 2 and 2. Other configurations, functions and effects are similar to those of the first embodiment, and therefore redundant description will be omitted.

【0034】なお、上記説明においては、3個の濾過槽
を有するものを例としているが、濾過槽の個数は2個以
上であれば適宜個数とすることができる。
In the above description, the example having three filtration tanks is taken as an example, but the number of filtration tanks can be appropriately set as long as it is two or more.

【0035】また、上記実施の形態においては、アロフ
ェン土に添加する無機酸として硫酸を用いているが、他
の無機酸(例えば、塩酸等)を用いてもよい。さらに、
結合剤としてセメント以外のものを用いる場合もある。
Further, in the above embodiment, sulfuric acid is used as the inorganic acid added to the allophane soil, but other inorganic acids (for example, hydrochloric acid etc.) may be used. further,
In some cases, a binder other than cement is used as the binder.

【0036】[0036]

【発明の効果】本願発明によれば、多数の細孔を有する
火山噴出物を原料とする腐植質アロフェン土に所定量の
無機酸を加えたものを結合剤により混合結合してなる塊
状の濾過剤を収納した濾過槽により池水・河川等の浄化
を行うようにしているので、池水・河川等を効率的且つ
長期にわたって浄化し得るとともに、浄化後の水を中性
とすることにより水質汚染をも効果的に防止できるとい
う優れた効果が得られる。
EFFECTS OF THE INVENTION According to the present invention, lumpy filtration is obtained by mixing and binding a humic allophane soil made of volcanic ejecta having a large number of pores with a predetermined amount of inorganic acid with a binder. Since it is designed to purify pond water, rivers, etc. by a filter tank containing the agent, it is possible to purify pond water, rivers, etc. efficiently and for a long period of time, and water pollution can be prevented by making the purified water neutral. The excellent effect that it can be effectively prevented is also obtained.

【0037】また、前記各濾過槽間に、固形物を沈殿さ
せるための沈殿槽を設けた場合、汚濁水中に含まれる固
形物を沈殿除去できることとなり、より一層の水浄化が
立つせいできる。
Further, when a sedimentation tank for precipitating solid matter is provided between the respective filtration tanks, the solid matter contained in the contaminated water can be removed by sedimentation, and further water purification can be promoted.

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

【図1】本願発明の第1の実施の形態にかかる池水・河
川等の浄化装置の平面図である。
FIG. 1 is a plan view of a purification device for pond water, rivers, etc. according to a first embodiment of the present invention.

【図2】本願発明の第1の実施の形態にかかる池水・河
川等の浄化装置の縦断面図である。
FIG. 2 is a vertical cross-sectional view of a purification device for pond water, rivers, etc. according to the first embodiment of the present invention.

【図3】本願発明の第2の実施の形態にかかる池水・河
川等の浄化装置の平面図である。
FIG. 3 is a plan view of a pond water / river purification apparatus according to a second embodiment of the present invention.

【図4】本願発明の第2の実施の形態にかかる池水・河
川等の浄化装置の縦断面図である。
FIG. 4 is a vertical cross-sectional view of a pond water / river purification apparatus according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1は取水口、2は濾過槽、3は沈殿槽、10は堰部、P
は池、Rは河川。
1 is an intake port, 2 is a filtration tank, 3 is a sedimentation tank, 10 is a weir part, P
Is a pond and R is a river.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 池の取水口あるいは河川の堰部等に複数
の濾過槽を上流側から下流側に順次設置するとともに、
該各濾過槽には、多数の細孔を有する火山噴出物を原料
とする腐植質アロフェン土に所定量の無機酸を加えたも
のを結合剤により混合結合してなる塊状の濾過剤を多数
収納したことを特徴とする池水・河川等の浄化装置。
1. A plurality of filtration tanks are sequentially installed from an upstream side to a downstream side at a water intake of a pond or a weir part of a river, and
Each of the filtration tanks contains a large number of block-shaped filtration agents obtained by mixing and binding a mixture of a humic allophane soil made of volcanic ejecta having a large number of pores with a predetermined amount of inorganic acid with a binder. A purification device for pond water, rivers, etc.
【請求項2】 前記各濾過槽間には、固形物を沈殿させ
るための沈殿槽が設けられていることを特徴とする前記
請求項1記載の池水・河川等の浄化装置。
2. The purification device for pond water, rivers, etc. according to claim 1, wherein a sedimentation tank for precipitating solid matter is provided between the respective filtration tanks.
JP21499095A 1995-08-23 1995-08-23 Purifying device for pond water, river water and the like Pending JPH0957251A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21499095A JPH0957251A (en) 1995-08-23 1995-08-23 Purifying device for pond water, river water and the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21499095A JPH0957251A (en) 1995-08-23 1995-08-23 Purifying device for pond water, river water and the like

Publications (1)

Publication Number Publication Date
JPH0957251A true JPH0957251A (en) 1997-03-04

Family

ID=16664881

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21499095A Pending JPH0957251A (en) 1995-08-23 1995-08-23 Purifying device for pond water, river water and the like

Country Status (1)

Country Link
JP (1) JPH0957251A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR19990046496A (en) * 1999-03-22 1999-07-05 한상관 Aaaaa
JP2001025606A (en) * 1999-05-11 2001-01-30 Tokyo Tone Kaihatsu Kk Turbid water cleaning system and apparatus
KR100688965B1 (en) * 2006-03-16 2007-03-02 한국지질자원연구원 Slope acid rock drainage treatment system
JP2013234948A (en) * 2012-05-10 2013-11-21 Maeda Corp Removal device of contaminant

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR19990046496A (en) * 1999-03-22 1999-07-05 한상관 Aaaaa
JP2001025606A (en) * 1999-05-11 2001-01-30 Tokyo Tone Kaihatsu Kk Turbid water cleaning system and apparatus
KR100688965B1 (en) * 2006-03-16 2007-03-02 한국지질자원연구원 Slope acid rock drainage treatment system
JP2013234948A (en) * 2012-05-10 2013-11-21 Maeda Corp Removal device of contaminant

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