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JPH0336596B2 - - Google Patents
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JPH0336596B2 - - Google Patents

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Publication number
JPH0336596B2
JPH0336596B2 JP20933788A JP20933788A JPH0336596B2 JP H0336596 B2 JPH0336596 B2 JP H0336596B2 JP 20933788 A JP20933788 A JP 20933788A JP 20933788 A JP20933788 A JP 20933788A JP H0336596 B2 JPH0336596 B2 JP H0336596B2
Authority
JP
Japan
Prior art keywords
water
sand
peroxide
layer
sludge
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.)
Expired
Application number
JP20933788A
Other languages
Japanese (ja)
Other versions
JPH0259095A (en
Inventor
Tadashi Ootsuki
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.)
Toa Corp
Original Assignee
Toa Corp
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 Toa Corp filed Critical Toa Corp
Priority to JP20933788A priority Critical patent/JPH0259095A/en
Publication of JPH0259095A publication Critical patent/JPH0259095A/en
Publication of JPH0336596B2 publication Critical patent/JPH0336596B2/ja
Granted legal-status Critical Current

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  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、河川、湖沼、内湾、浅海域等の水底
に堆積するヘドロ等の軟弱な汚泥層等の底質及び
貧酸素状態の底層水を浄化または改善する際に、
水中汚濁や水中PH値の急激な上昇等により魚貝類
や藻類等に悪影響を及ぼさない水質及び底質の改
善方法に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention is applicable to bottom sediments such as soft sludge layers such as sludge deposited on the bottom of rivers, lakes, inner bays, shallow sea areas, etc., and bottom water in anoxic conditions. When purifying or improving
It relates to methods for improving water quality and bottom sediment that do not adversely affect fish, shellfish, algae, etc. due to water pollution or rapid increases in water PH values.

〔従来の技術〕[Conventional technology]

従来、河川、湖沼、内湾、浅海域等の水底に堆
積する軟弱な汚泥層の底質改良のため、その汚泥
層上に対し過酸化カルシウム、過酸化カリウム等
の過酸化物を撒布することは、軟弱汚泥層内へ酸
素を供給し、底質の改良に非常に効果があり、ま
た、その軟弱汚泥からの栄養塩類物質である燐、
窒素等や、有機物質の溶出を抑制したり、重金属
類等の水底汚泥中での固定化に非常に効果のある
ことは公知の事実である。
Conventionally, in order to improve the bottom quality of the soft sludge layer that accumulates on the bottom of rivers, lakes, inner bays, shallow waters, etc., it has not been possible to spray peroxides such as calcium peroxide and potassium peroxide onto the sludge layer. , supplies oxygen into the soft sludge layer and is very effective in improving the bottom sediment, and also phosphorus, which is a nutrient substance from the soft sludge,
It is a well-known fact that it is very effective in suppressing the elution of nitrogen, etc. and organic substances, and in immobilizing heavy metals, etc. in underwater sludge.

しかしながら、上記過酸化物等を水中に撒布す
ると、水中での懸濁や、懸濁水の周辺水域への拡
散や水中PH値の急激な上昇等による魚貝類や藻類
等への悪影響の問題が生じている。
However, when the peroxides, etc. mentioned above are sprayed into water, problems such as suspension in the water, diffusion of the suspended water into the surrounding water area, and rapid increase in the pH value of the water may occur, resulting in adverse effects on fish, shellfish, algae, etc. ing.

また、これら悪化した水質及び底質の浄化及び
改善のため、あるいは漁場造成や、復旧のため
に、汚泥層上に覆砂が有効であることも公知の事
実である。
It is also a well-known fact that covering the sludge layer with sand is effective for purifying and improving the deteriorated water quality and bottom sediment, or for creating and restoring fishing grounds.

しかしながら、一般にこのような水質及び底質
環境の悪化した水域には、軟弱な汚泥の堆積が著
しく、覆砂しても覆砂した砂が汚泥中に埋没した
り、たとえ覆砂用の砂がこれら堆積汚泥上に一旦
載つても、覆砂層とその下の汚泥層とが上下逆転
して入れ換り、覆砂した砂が汚泥中に埋没してし
まつたり、非常に上手に覆砂がなされたとして
も、覆砂層の下層部分約20から50%程度が汚泥層
と混り合つた状態で安定するとされているため、
この混合部分を除いた覆砂厚を達成するためには
計画覆砂層の約2倍程度の覆砂用の砂材を覆砂す
ることになり、非常に余分な施工費を要し、かつ
作業能率が悪いという問題があつた。
However, in general, in such waters where the water quality and bottom sediment environment have deteriorated, there is a significant accumulation of soft sludge, and even if the sand is covered with sand, the covered sand may be buried in the sludge, or even if the sand used for sand covering is Once placed on top of these accumulated sludge, the sand-covered layer and the sludge layer below it are turned upside down and replaced, and the covered sand may be buried in the sludge, or the sand-covered layer may not be covered very well. Even if this is done, it is said that about 20 to 50% of the lower layer of the sand covering layer will remain mixed with the sludge layer and remain stable.
In order to achieve the sand covering thickness excluding this mixed area, it is necessary to cover with sand material approximately twice as much as the planned sand covering layer, which requires extremely extra construction costs and requires a lot of work. There was a problem with inefficiency.

〔発明の目的〕[Purpose of the invention]

本発明は、前記従来の問題点を解消するために
なされたものであり、水底の軟弱な汚泥層の底質
改良用の過酸化カルシウム、過酸化カリウム等の
過酸化物を水中懸濁や水中PH値の急激な上昇なし
に撒布可能で、一方、底質改善用の覆砂時の覆砂
支持効果を発揮させて覆砂工費の削減をはかりう
る水質及び底質の改善方法を提供することを目的
としたものである。
The present invention was made in order to solve the above-mentioned conventional problems, and uses peroxides such as calcium peroxide and potassium peroxide for improving the bottom quality of the soft sludge layer at the bottom of the water by suspending or submerging them in water. To provide a method for improving water quality and bottom quality, which can be spread without a sudden increase in PH value, and can reduce sand covering costs by exhibiting a sand covering effect during sand covering for bottom quality improvement. The purpose is to

〔発明の概要〕[Summary of the invention]

上記の目的を達成するための本発明の水質及び
底質の改善方法は、所定時間後に溶解する、例え
ばカーボン・メチル・セルローズ等の水溶性部材
内の中空部内に過酸化カルシウム、過酸化カリウ
ム等の過酸化物を充填して、それを軟弱汚泥等の
水底に撒布することを特徴としており、これらを
水中に撒布する際には、過酸化物は水溶性部材内
に封じこめられているので水中での懸濁や水中PH
値の急激な上昇が起きず、水溶性部材が所定の時
間経過後に水に溶け始めると徐々に過酸化物が水
と反応して水中及び底泥中に酸素を供給しはじ
め、底層貧酸素水塊の解消を図ると共に、底泥か
らの栄養塩類物質や有機物質の溶出を抑制した
り、重金属類等の底泥中での固定化をはかること
ができる。
The method for improving water quality and sediment of the present invention to achieve the above object is to store calcium peroxide, potassium peroxide, It is characterized by filling with peroxide and spreading it on the bottom of water such as soft sludge. Suspension in water and pH in water
If a sudden increase in value does not occur and the water-soluble material begins to dissolve in water after a predetermined period of time, peroxide gradually reacts with water and begins to supply oxygen to the water and bottom mud, causing oxygen-deficient bottom water. In addition to eliminating lumps, it is possible to suppress the elution of nutrient salts and organic substances from the bottom mud, and to immobilize heavy metals and the like in the bottom mud.

また、所定時間後に溶解する棒状の水溶性部材
内に過酸化カルシウム、過酸化カリウム等の過酸
化物を充填して水底の軟弱汚泥層に撒布の後に、
その上に覆砂を行なうことも本発明の特徴であ
り、これにより覆砂時に覆砂用の砂材が、汚泥中
に埋没したり、汚泥と上下に入れ換つたりしなく
なり、覆砂の施工費が低減することになると共
に、さらに覆砂による底質改良と、過酸化物によ
る覆砂層下の底泥への酸素の供給によつて底泥か
らの栄養塩類物質や有機物質の溶出を長時間抑制
することによる底質改良とが併せて行なわれるこ
とになり、覆砂層の底質改善効果を持続すること
ができる。
In addition, peroxides such as calcium peroxide and potassium peroxide are filled into a rod-shaped water-soluble member that dissolves after a predetermined period of time, and after being spread on the soft sludge layer at the bottom of the water,
Another feature of the present invention is that the sand is covered with sand on top of the sludge. In addition to reducing construction costs, it also reduces the elution of nutrient salts and organic substances from the bottom mud by improving the bottom sediment by covering with sand and supplying oxygen to the bottom mud under the sand-covering layer using peroxide. The long-term suppression will also improve the bottom quality, and the bottom quality improvement effect of the sand-covered layer can be maintained.

〔実施例〕〔Example〕

以下図面を参照して本発明の水質及び底質の改
善方法を適用する実施例について説明するが、第
1図の実施例1においては、水底の軟弱な汚泥層
1の上に砂材3を覆砂する場合を示しており、そ
の覆砂前に汚泥層1の上に、第5−A図で示すご
とき所定時間後に溶解する棒状の水溶性部材2内
に過酸化物を充填し第2図のごとく撒布により敷
きつめた後、砂材3の覆砂を行なつている。
Examples in which the method for improving water quality and bottom sediment of the present invention is applied will be described below with reference to the drawings. In Example 1 shown in FIG. This shows the case of sand covering, and before sand covering, peroxide is filled on top of the sludge layer 1 into a rod-shaped water-soluble member 2 that dissolves after a predetermined time as shown in Figure 5-A. After spreading the sand as shown in the figure, the sand material 3 is covered with sand.

これにより棒状の水溶性部材2は、覆砂支持材
の機能を果すが、その材質としては、例えばカー
ボン・メチル・セルローズ等からなり、0.5から
3.0cm径で、長さが0.5から3.0m程度のものを使用
するが、これらの寸法は使用目的や水域に応じて
適宜選定されるものである。
As a result, the rod-shaped water-soluble member 2 functions as a sand-covering support material, but the material is made of carbon, methyl, cellulose, etc.
A tube with a diameter of 3.0 cm and a length of about 0.5 to 3.0 m is used, but these dimensions are selected as appropriate depending on the purpose of use and the water area.

また、上記水溶性部材2の材質は、本実施例の
カーボン・メチル・セルローズ以外のものでも良
いが、その使用目的、施工期間や、効果等を考慮
してその水溶終了の期間を2から3日間程度から
1ケ月から2ケ月間程度となるように適宜に選定
するものとする。
The water-soluble member 2 may be made of a material other than carbon, methyl, or cellulose as used in this embodiment, but the period for completion of water-soluble material should be set from 2 to 3 in consideration of the purpose of use, construction period, effects, etc. The period shall be selected as appropriate, from about 1 day to about 1 to 2 months.

このような棒状の水溶性部材2の内部に、第5
−B図、第5−C図、第5−D図及び第5−E図
に示すごとく過酸化カルシウム、過酸化カリウム
等の過酸化物の粉末または顆粒5を充填しておく
ことにより、過酸化カルシウム、過酸化カリウム
等の過酸化物の粉末またま顆粒5により底層水中
や汚泥層1に酸素を供給でき、さらに汚泥層1か
らの栄養塩類物質や有機物質の溶出を抑制できる
と共に、これら過酸化カルシウム、過酸化カリウ
ム等の過酸化物の粉末または顆粒5の撒布時の水
中汚濁や水中PH値の急激な上昇が生じない。
Inside such a rod-shaped water-soluble member 2, a fifth
As shown in Fig. -B, Fig. 5-C, Fig. 5-D and Fig. 5-E, by filling powder or granules 5 of peroxide such as calcium peroxide, potassium peroxide, etc. Powder or granules 5 of peroxides such as calcium oxide and potassium peroxide can supply oxygen to the bottom water and the sludge layer 1, and can also suppress the elution of nutrient salts and organic substances from the sludge layer 1. When dispersing peroxide powder or granules 5 such as calcium peroxide, potassium peroxide, etc., there is no contamination of the water or a sudden increase in the PH value of the water.

次に、上記棒状の水溶性部材2を、第1図のご
とく覆砂支持材として使用する際は、先ず、水質
及び底質の浄化及び改善や漁場造成等のために覆
砂しようとする水域において、船上等から所定の
装置を用いて水面上にばら撒きするようにしてい
るが、狭い範囲内の水域に対しては手で撒いても
良い。
Next, when using the rod-shaped water-soluble member 2 as a sand-covering support material as shown in FIG. In the above, the particles are sprinkled on the water surface using a predetermined device from aboard a ship, etc., but they may also be sprinkled by hand in a small area of water.

ばら撒きされたこの水溶性部材2は水中を落下
し、堆積した軟弱な汚泥層1の表層上に乱雑に第
2図のごとく組み合い、重なり合つた状態で沈着
底するが、この状態にある程度の粗密があつても
かまわない。なお、この実施例1ではこの水溶性
部材2の被覆厚さを汚泥層1の厚さや覆砂する砂
材3の厚さや利用目的に応じて2から10cm程度に
することが望ましいことが確認されている。
The scattered water-soluble materials 2 fall into the water and are randomly assembled on the surface layer of the soft sludge layer 1 as shown in Fig. 2, and are deposited on the bottom in an overlapping state. It doesn't matter if it's coarse or dense. In this Example 1, it was confirmed that it is desirable to set the coating thickness of the water-soluble member 2 to about 2 to 10 cm depending on the thickness of the sludge layer 1, the thickness of the sand material 3 to be covered, and the purpose of use. ing.

上記のごとく汚泥層1上に分布沈着底した水溶
性部材2上に砂材3を覆砂すると、この水溶性部
材2が支持材の役目をして砂材3が汚泥層1内に
埋没することがなく、また下の汚泥層1と逆転す
る現象が防止でき、計画通りの覆砂厚を簡単に、
かつ効率良く達成することができる。
When the sand material 3 is covered with the water-soluble material 2 distributed and deposited on the sludge layer 1 as described above, the water-soluble material 2 acts as a support material and the sand material 3 is buried in the sludge layer 1. It also prevents the phenomenon of reversal with the sludge layer 1 below, making it easy to achieve the sand covering thickness as planned.
and can be achieved efficiently.

このように、覆砂時に砂材3を所定の厚さで一
様に堆積さされた汚泥層1の表層上に載荷できる
ので、その後時間の経過と共に徐々に全体的、か
つ一様に覆砂層及びこの水溶性部材2の撒布層下
の汚泥層1は沈下し、この汚泥層1の性状や覆砂
層厚にもよるが、一定の期間内、例えば1〜2ケ
月間程度で沈下もほぼ収まり、従来工法より短期
間内で安定化させることができる。
In this way, the sand material 3 can be loaded onto the surface layer of the sludge layer 1 that has been deposited uniformly to a predetermined thickness during sand covering, so that the sand covering layer is gradually and uniformly deposited over time. The sludge layer 1 under the sprayed layer of the water-soluble member 2 sinks, and although it depends on the properties of the sludge layer 1 and the thickness of the sand covering layer, the sinking almost subsides within a certain period of time, for example, about 1 to 2 months. , it can be stabilized within a shorter period of time than conventional construction methods.

以上のごとく、丁度汚泥層1の圧密沈下が終了
し、水溶性部材2の覆砂支持材としての役割が終
了する頃、この水溶性部材2が溶解するようにし
ておけば良いわけであるが、ここで前記のごと
く、この水溶性部材2内に過酸化カルシウム、過
酸化カリウム等の過酸化物の粉末または顆粒5を
充填しておけば、過酸化カルシウム、過酸化カリ
ウム等の過酸化物の粉末または顆粒5が溶けはじ
め、汚泥層1の表層を覆うことになり、汚泥層1
と化学反応を起し、汚泥層1中に酸素を供給する
と共に、汚泥層1中からの燐、窒素のような栄養
塩類物質や有機物質などの溶出を抑え、底質のみ
ならず、覆砂層上の底層水の水質の改善材または
浄化材としての役割を果すことになる。
As described above, it is sufficient to allow the water-soluble member 2 to dissolve just when the consolidation settling of the sludge layer 1 is completed and the role of the water-soluble member 2 as a sand-covering support material is completed. Here, as mentioned above, if powder or granules 5 of peroxide such as calcium peroxide and potassium peroxide are filled in the water-soluble member 2, peroxide such as calcium peroxide and potassium peroxide can be The powder or granules 5 begin to melt and cover the surface layer of the sludge layer 1.
A chemical reaction occurs, supplying oxygen to the sludge layer 1, and suppressing the elution of nutrient substances such as phosphorus and nitrogen, as well as organic substances, from the sludge layer 1. It will serve as a water quality improving or purifying agent for the bottom water above.

次に、第3図の実施例2は、水底の軟弱な汚泥
層1の上に、第5−F図のごとき円筒形または第
5−G図のごとき球形の前記と同様な水溶性部材
2内に過酸化カルシウム、過酸化カリウム等の過
酸化物の粉末または顆粒5を充填したものを、第
4図の平面図のごとく撒布することにより、その
水域の底質ひいては水質の浄化及び改善を行なう
方法を示している。
Next, in Embodiment 2 of FIG. 3, a water-soluble member 2 similar to the above, which is cylindrical as shown in FIG. 5-F or spherical as shown in FIG. By distributing peroxide powder or granules 5 such as calcium peroxide, potassium peroxide, etc. as shown in the plan view in Figure 4, the sediment and water quality of the water area can be purified and improved. It shows you how to do it.

なお、上記水溶性部材2の形状としては、第5
−B図の円柱、第5−C図の三角柱、第5−D図
の四角柱、第5−E図の六角柱の棒状のものや、
第5−F図の円筒状または第5−G図の球状のも
の等その用途等に応じて適宜に選定するものとす
る。
Note that the shape of the water-soluble member 2 is as follows:
A cylinder in Figure 5-B, a triangular prism in Figure 5-C, a square prism in Figure 5-D, a hexagonal prism in Figure 5-E,
A cylindrical shape as shown in FIG. 5-F or a spherical shape as shown in FIG. 5-G shall be appropriately selected depending on the usage.

〔発明の効果〕〔Effect of the invention〕

以上に説明したごとく、本発明の水質及び底質
の改善方法では、軟弱な水底の汚泥層を覆砂する
際に、その砂材が汚泥層中に埋没したり、または
砂材が下の汚泥層と逆転することがなく、覆砂の
支持力もますことになり、覆砂用の砂材の使用量
が節減されるので施工費を低減し、しかもその作
業能率の向上をはかりうるという効果がある。
As explained above, in the method for improving water quality and bottom sediment of the present invention, when covering a sludge layer on a soft water bottom with sand, the sand material may be buried in the sludge layer, or the sand material may be buried in the sludge underneath. There is no reversal of the layer, the supporting capacity of the sand capping is increased, and the amount of sand material used for sand capping is reduced, which reduces construction costs and improves work efficiency. be.

また、汚泥層に過酸化物を撒布する際に水中懸
濁の発生や水中PH値の急激な上昇を防止でき、そ
の結果、懸濁水の周辺水域への拡散等による魚貝
類や藻類等への悪影響の問題を生じないという効
果がある。
In addition, when peroxide is applied to the sludge layer, it is possible to prevent the occurrence of suspension in water and a sudden increase in the pH value of water, and as a result, it is possible to prevent the spread of suspended water into surrounding waters, which can cause damage to fish, shellfish, algae, etc. This has the effect of not causing any adverse effects.

また、所定時間後に溶解する水溶性部材は、例
えばカーボン・メチル・セルローズ等のごとく非
常に安価なものであり、従来の工法に比較しても
非常に簡便で、低コストでしかも安全に底質改良
工事が行なえるという利点がある。
In addition, water-soluble materials that dissolve after a predetermined time are extremely cheap, such as carbon, methyl, and cellulose, and compared to conventional methods, they are extremely simple, low-cost, and safe to remove sediment from the bottom. It has the advantage of being able to carry out improvement work.

また、過酸化カルシウム、過酸化カリウム等の
過酸化物の粉末や顆粒を充填した水溶性部材は時
間の経過に伴つて溶解し、内部の過酸化カルシウ
ム、過酸化カリウム等の過酸化物の粉末や顆粒が
汚泥層の表層上で徐々に溶出し、底層水中や汚泥
表層中に酸素を供給してゆくので、従来のごと
く、最初から過酸化カルシウム、過酸化カリウム
等の過酸化物の粉末や顆粒を曝露した状態で汚泥
層に撒布した場合に比べ、その水質及び底質改善
効果はより持続性のあるものとなるという利点が
ある。
In addition, water-soluble materials filled with powder or granules of peroxides such as calcium peroxide and potassium peroxide will dissolve over time, and the powder of peroxides such as calcium peroxide and potassium peroxide inside will dissolve. The powder and granules gradually dissolve on the surface layer of the sludge layer and supply oxygen to the bottom water and the surface layer of the sludge. Compared to the case where the granules are sprinkled onto the sludge layer in an exposed state, there is an advantage that the water quality and sediment improvement effects are more sustainable.

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

第1図は本発明の水質及び底質の改善方法を適
用した実施例1の水底の汚泥層に覆砂した状態を
示す側断面図、第2図は第1図の水溶性部材の平
面図、第3図は実施例2の水底の汚泥層の改良中
の状態を示す側断面図、第4図は第3図の水溶性
部材の平面図、第5−A図から第5−G図までは
本発明の方法に適用されるそれぞれ異なる形状の
水溶性部材の斜視図である。 1……汚泥層、2……水溶性部材、3……砂
材、5……過酸化物。
FIG. 1 is a side sectional view showing a state in which a sludge layer on the water bottom is covered with sand in Example 1 to which the method for improving water quality and bottom sediment of the present invention is applied, and FIG. 2 is a plan view of the water-soluble member shown in FIG. 1. , FIG. 3 is a side sectional view showing the state of the sludge layer at the bottom of the water in Example 2 during improvement, FIG. 4 is a plan view of the water-soluble member in FIG. 3, and FIGS. 5-A to 5-G. 1A and 1B are perspective views of water-soluble members of different shapes that are applied to the method of the present invention. 1...Sludge layer, 2...Water-soluble member, 3...Sand material, 5...Peroxide.

Claims (1)

【特許請求の範囲】 1 所定時間後に溶解する水溶性部材内に過酸化
カルシウム、過酸化カリウム等の過酸化物を充填
して水底に撒布する水質及び底質の改善方法。 2 所定時間後に溶解する棒状の水溶性部材内に
過酸化カルシウム、過酸化カリウム等の過酸化物
を充填して水底に撒布の後、その上に覆砂を行な
う水質及び底質の改善方法。
[Claims] 1. A method for improving water quality and bottom sediment, in which peroxides such as calcium peroxide, potassium peroxide, etc. are filled in a water-soluble material that dissolves after a predetermined period of time, and then sprinkled on the bottom of the water. 2. A method for improving water quality and bottom sediment, in which peroxides such as calcium peroxide, potassium peroxide, etc. are filled in a rod-shaped water-soluble member that dissolves after a predetermined period of time, and the peroxide is spread on the bottom of the water, and then the top is covered with sand.
JP20933788A 1988-08-25 1988-08-25 Method for improving water quality and deposit Granted JPH0259095A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20933788A JPH0259095A (en) 1988-08-25 1988-08-25 Method for improving water quality and deposit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20933788A JPH0259095A (en) 1988-08-25 1988-08-25 Method for improving water quality and deposit

Publications (2)

Publication Number Publication Date
JPH0259095A JPH0259095A (en) 1990-02-28
JPH0336596B2 true JPH0336596B2 (en) 1991-05-31

Family

ID=16571279

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20933788A Granted JPH0259095A (en) 1988-08-25 1988-08-25 Method for improving water quality and deposit

Country Status (1)

Country Link
JP (1) JPH0259095A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2573111B2 (en) * 1990-09-12 1997-01-22 花王 株式会社 Composition for working fluid of refrigerator
CN102964040B (en) * 2012-11-30 2014-07-09 南京大学 In-situ repair method for polluted sediment nitrogen nutritive salt and in-situ repairing pile applied to in-situ repair method

Also Published As

Publication number Publication date
JPH0259095A (en) 1990-02-28

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