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JPH0655310B2 - Water treatment method - Google Patents
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JPH0655310B2 - Water treatment method - Google Patents

Water treatment method

Info

Publication number
JPH0655310B2
JPH0655310B2 JP2190004A JP19000490A JPH0655310B2 JP H0655310 B2 JPH0655310 B2 JP H0655310B2 JP 2190004 A JP2190004 A JP 2190004A JP 19000490 A JP19000490 A JP 19000490A JP H0655310 B2 JPH0655310 B2 JP H0655310B2
Authority
JP
Japan
Prior art keywords
water
mixture
gum
gums
xanthan gum
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 - Fee Related
Application number
JP2190004A
Other languages
Japanese (ja)
Other versions
JPH0474592A (en
Inventor
胤明 石川
肇一 三輪
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.)
Taki Chemical Co Ltd
Original Assignee
Taki Chemical Co Ltd
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 Taki Chemical Co Ltd filed Critical Taki Chemical Co Ltd
Priority to JP2190004A priority Critical patent/JPH0655310B2/en
Publication of JPH0474592A publication Critical patent/JPH0474592A/en
Publication of JPH0655310B2 publication Critical patent/JPH0655310B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Treatment Of Sludge (AREA)

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、殊に河川、湖沼などにおけ
る架橋、護岸などの土木工事や砂利採取作業の際に発生
する泥排水、あるいは海域での土木工事に於いて発生す
る泥水の処理において、凝集処理での処理効果並びに環
境に対する安全性に優れる水処理方法を提供することを
目的とするものである。
TECHNICAL FIELD The present invention relates to a water treatment method, and in particular, mud drainage generated during bridge construction in rivers, lakes and marshes, civil works such as seawall protection, and gravel extraction work, or sea areas. It is an object of the present invention to provide a water treatment method which is excellent in the effect of coagulation treatment and the safety to the environment in the treatment of mud water generated in civil engineering work in Japan.

(従来の技術) 従来、水処理方法としてポリ塩化アルミニウム、硫酸ア
ルミニウム、塩化アルミニウム等の無機凝集剤あるいは
ポリアクリルアミド系、ポリアミン系等の有機合成高分
子凝集剤を使用した凝集処理方法が多用されている。
(Prior Art) Conventionally, as a water treatment method, an aggregation treatment method using an inorganic flocculant such as polyaluminum chloride, aluminum sulfate, and aluminum chloride or an organic synthetic polymer flocculant such as a polyacrylamide-based or polyamine-based is widely used. There is.

しかしながら、河川、湖沼などにおける土木工事、ある
いは海域での工事に於いては、凝集薬剤の残留問題に起
因する環境への安全性、汚染等の問題があり、その薬剤
の選定が重要となり、その効果に於いても満足し得るも
のではなかった。
However, civil engineering works in rivers, lakes and marshes, or construction works in the sea area have problems such as environmental safety and pollution due to residual problems of coagulating chemicals, and it is important to select the chemicals. The effect was not satisfactory either.

即ち、土木工事等に於いて発生する汚水は、一般に鉱物
質微細粒子よりなり、これの処理には硫酸アルミニウム
等の無機凝集剤とポリアクリルアミド等の有機合成高分
子凝集剤との併用による方法が最も凝集効果が優れてい
ることはよく知られているが、有機合成高分子凝集剤は
その分解性が悪く、環境汚染の問題より現在殆ど使用で
きないのが現状である。
That is, the sewage generated in civil engineering works is generally composed of fine particles of mineral matter, and the treatment of this is done by a combination of an inorganic flocculant such as aluminum sulfate and an organic synthetic polymer flocculant such as polyacrylamide. It is well known that the flocculating effect is the most excellent, but the organic synthetic polymer flocculant is poor in degradability and is currently almost unusable due to environmental pollution.

また、無機凝集剤単独使用でこの処理を行うと、添加量
が多量に必要なばかりでなく多量添加を行っても充分な
処理効果が得られない。
Further, when this treatment is carried out by using the inorganic coagulant alone, not only a large amount of addition is required but also a sufficient treatment effect cannot be obtained even if a large amount is added.

また、安全無害な天然高分子凝集剤として、例えばアル
ギン酸ナトリウム、カルボキシメチルセルロース等が知
られているが、凝集効果が小さく実用化されていない。
Further, as a safe and harmless natural polymer flocculant, for example, sodium alginate, carboxymethyl cellulose and the like are known, but the flocculating effect is small and they have not been put to practical use.

(発明が解決しようとする課題) 本発明者らはこのような実情に鑑み、安全無害で環境へ
の汚染がなく、また土木工事廃水等の鉱物質微細粒子を
含む廃水処理において優れた処理効果を有する凝集剤を
見い出すべく、各種の薬剤を使用して検討を行った結
果、食品類の増粘、保水剤として一般に使用され、安全
無害であって環境への汚染が極めて軽微なキサンタンガ
ムを使用し、これと他のガム類及び水溶性アルミニウム
塩との特定の組み合わせにより、優れた凝集効果が得ら
れることを見い出し本発明を完成させるに至ったもので
ある。
(Problems to be Solved by the Invention) In view of such circumstances, the present inventors have an excellent treatment effect in treating wastewater containing fine particles of mineral substances, such as safety and harmless, no pollution to the environment, and civil engineering wastewater. As a result of investigating using various chemicals to find a coagulant that has the property, xanthan gum, which is generally used as a thickener and water retention agent for foods, is safe and harmless, and has very little pollution to the environment is used. However, it has been found that an excellent aggregation effect can be obtained by a specific combination of this with other gums and a water-soluble aluminum salt, and the present invention has been completed.

(課題を解決するための手段) 即ち本発明は、被処理水にキサンタンガムとグアガム、
ローカストビーンガムまたはタマリンドから選ばれたガ
ム類との混合物を添加した後、水溶性アルミニウム塩を
添加することからなる水処理方法に関する。
(Means for Solving the Problems) That is, the present invention is to treat water with xanthan gum and guar gum,
The present invention relates to a water treatment method comprising adding a mixture with gums selected from locust bean gum or tamarind, and then adding a water-soluble aluminum salt.

(作用) 本発明に使用するキサンタンガムとは、発酵多糖類の一
種であり、微生物キサントモナス・キヤンペストリス(X
anthomonas campestris)がブドウ糖類を発酵して、その
菌体外に蓄積した多糖類を精製し、粉末にした天然のガ
ム質である。
(Operation) Xanthan gum used in the present invention is one of fermenting polysaccharides, and the microorganism Xanthomonas canapestris (X
anthomonas campestris) is a natural gum that is produced by fermenting glucose and refining the polysaccharides accumulated outside the bacterial cells.

このキサンタンガムは、一般に冷菓類、ハム、ソーセー
ジ等食品の増粘、保水剤として多用されており、安全無
害であって、また微生物による代謝産物であることか
ら、自然界での分解性がよく、環境汚染等の問題がない
ものである。
This xanthan gum is generally used as a thickener and water retention agent for foods such as frozen desserts, hams and sausages, and is safe and harmless, and because it is a metabolite by microorganisms, it has good degradability in the natural world and is environmentally friendly. There is no problem such as pollution.

更に、本発明で使用する他のガム類として、グアガム、
ローカストビーンガムまたはタマリンドを使用する。
Further, other gums used in the present invention include guar gum,
Use locust bean gum or tamarind.

これらガム類は、いずれも植物類より分離された天然の
多糖類であって、前記キサンタンガムと同様に無害且つ
環境汚染の問題がないものである。
All of these gums are natural polysaccharides isolated from plants, and are harmless and free from the problem of environmental pollution, like the xanthan gum.

また、本発明で使用する水溶性アルミニウム塩の種類と
しては、ポリ塩化アルミニウム、硫酸アルミニウム、塩
化アルミニウム等を例示できる。
Examples of the type of water-soluble aluminum salt used in the present invention include polyaluminum chloride, aluminum sulfate, aluminum chloride and the like.

本発明はこれらの薬剤を使用して水処理を行うが、その
処理方法に関して云えば、先ずキサンタンガムとグアガ
ム、ローカストビーンガムまたはタマリンドから選ばれ
たガム類とを混合し、被処理水を撹拌しながらこの混合
物を添加する。
The present invention performs water treatment using these agents, and regarding the treatment method, first, xanthan gum and guar gum, gums selected from locust bean gum or tamarind are mixed, and the water to be treated is stirred. While adding this mixture.

これらガム類の混合割合に関して云えば、キサンタンガ
ム(A)とグアガム、ローカストビーンガムまたはタマリ
ンドから選ばれたガム(B)との混合物の混合割合が(A)/
(B)で1/20〜20/1の範囲となるように混合する。
Regarding the mixing ratio of these gums, the mixing ratio of the mixture of xanthan gum (A) and guar gum, a gum (B) selected from locust bean gum or tamarind (A) /
Mix in (B) in the range of 1/20 to 20/1.

即ち、本発明に於いてこれらガム類の混合割合は殊に重
要であり、この範囲を逸脱すると本発明の効果が得られ
ないものとなる。
That is, in the present invention, the mixing ratio of these gums is particularly important, and if it deviates from this range, the effect of the present invention cannot be obtained.

また、この混合物の被処理水に対する添加量は、被処理
水の濁質濃度、濁質種、pH等により異なり一概に云え
ないが、後段で添加使用する水溶性アルミニウム塩のAl
2O3に対して概ね1〜50重量%の範囲である。
The amount of this mixture added to the water to be treated differs depending on the turbidity concentration, turbid species, pH, etc. of the water to be treated, and cannot be generally stated.
It is generally in the range of 1 to 50% by weight with respect to 2 O 3 .

このガム類の混合物の添加後、適度な撹拌を行いながら
次いでこれに水溶性アルミニウム塩を添加する。
After the addition of this mixture of gums, the water-soluble aluminum salt is then added thereto with moderate stirring.

尚本発明に於いて、このガム類と水溶性アルミニウム塩
との添加順序は殊に重要であり、水溶性アルミニウム塩
の添加後にガム類を添加しても本発明の効果は得られな
い。
In the present invention, the order of addition of the gums and the water-soluble aluminum salt is particularly important, and the effect of the present invention cannot be obtained even if the gums are added after the addition of the water-soluble aluminum salt.

この水溶性アルミニウム塩の添加量に関しては、被処理
水の濁質量(懸濁質量)に対して概ねAl2O3として0.1〜
5 重量%の範囲となるように使用する。水溶性アルミニ
ウム塩の添加後、更にこれを撹拌し、静置することによ
って凝集によって生成したフロックは沈降する。これを
適当な固液分離手段を用いることによって、濁質成分を
分離除去すればよい。
Regarding the amount of addition of this water-soluble aluminum salt, it is approximately 0.1 to 2 as Al 2 O 3 with respect to the turbid mass (suspended mass) of the water to be treated.
It is used in the range of 5% by weight. After the addition of the water-soluble aluminum salt, it is further stirred and allowed to stand, so that flocs generated by agglomeration settle. By using an appropriate solid-liquid separation means, the turbid component may be separated and removed.

(発明の効果) 本発明の水処理方法は、上記のように凝集処理方法によ
って、簡易且つ良好な水処理効果を得ることができるも
のである。
(Effects of the Invention) In the water treatment method of the present invention, a simple and excellent water treatment effect can be obtained by the aggregation treatment method as described above.

また、本発明で使用するキサンタンガム、グアガム等の
ガム類は、微生物由来あるいは天然物由来の物質である
ことから、安全無害であり、且つその分解性も良いこと
から環境への汚染がなく、河川、湖沼、海域での水処理
に際して最適なものである。
Further, gums such as xanthan gum and guar gum used in the present invention are safe and harmless because they are substances derived from microorganisms or natural products, and there is no pollution to the environment because of their good degradability, and rivers. Optimal for water treatment in lakes and marine areas.

更にその効果に関しては、従来より水処理薬剤として知
られているアルギン酸ナトリウム、カルボキシメチルセ
ルロース等と比べ、本発明の方法は格段に処理効果に優
れ、環境汚染問題で使用の制限されているポリアクリル
アミド等の合成高分子凝集剤の使用に匹敵する程の処理
効果が得られるものである。
Further, regarding the effect, compared with sodium alginate, carboxymethyl cellulose, etc., which have been conventionally known as water treatment agents, the method of the present invention is remarkably excellent in treatment effect, and polyacrylamide etc. whose use is limited due to environmental pollution problems. It is possible to obtain a treatment effect comparable to the use of the synthetic polymer flocculant.

(実施例) 以下に本発明の実施例を掲げ更に説明を行うが、本発明
はこれらに限定されるものではない。
(Examples) Hereinafter, the present invention will be further described with reference to Examples, but the present invention is not limited thereto.

また、本発明に於いて%は特に断らない限り全て重量%
を示す。
Further, in the present invention, all% are by weight unless otherwise specified.
Indicates.

実施例1 カオリン(メルク社製,試薬級)43gを水道水10に添
加し、よく撹拌を行った後これを一日放置して供試濁水
として用いた。
Example 1 43 g of kaolin (manufactured by Merck & Co., Inc., reagent grade) was added to tap water 10, stirred well, and allowed to stand for one day to be used as test suspension water.

尚、凝集試験時におけるこの濁水の濁度は4000ppmであ
り、pHは7.60であった。
The turbidity of the turbid water in the aggregation test was 4000 ppm, and the pH was 7.60.

供試濁水の100mlを100ml容の共栓付メスシリンダーに採
り、これに第1表に示したキサンタンガムと他のガム類
との混合物(混合割合4/1)の所定量を添加し、メスシ
リンダーの栓をして10回の転倒撹拌を行った。
Take 100 ml of the sampled turbid water in a 100 ml graduated cylinder with a stopper, and add the prescribed amount of the mixture of xanthan gum and other gums (mixing ratio 4/1) shown in Table 1 to the graduated cylinder. The stopper was closed, and the mixture was inverted over 10 times.

これにポリ塩化アルミニウム(Al2O310.2%,多木化学
(株)製)の100ppmを添加した後、更に10回の転倒撹拌
を行った。
After adding 100 ppm of polyaluminum chloride (Al 2 O 3 10.2%, manufactured by Taki Kagaku Co., Ltd.) to this, the mixture was further inverted and stirred 10 times.

撹拌後これを静置し、10分後上澄水の20mlを採取して濁
度を測定した。
After stirring, this was left to stand, and after 10 minutes, 20 ml of supernatant water was sampled and the turbidity was measured.

また比較のために、前記キサンタンガムと他のガム類と
の混合物に代えて、アルギン酸ナトリウム及びカルボキ
シメチルセルロースを使用して同様に試験を行い、上澄
水の濁度を測定した。
For comparison, the same test was performed using sodium alginate and carboxymethylcellulose instead of the mixture of xanthan gum and other gums, and the turbidity of the supernatant water was measured.

これらの測定結果を第1表に示した。The results of these measurements are shown in Table 1.

実施例2 カオリン(メルク社製,試薬級)8gを水道水10に添加
し、よく撹拌を行った後これを一日放置して供試濁水と
して用いた。
Example 2 8 g of kaolin (manufactured by Merck & Co., Inc., reagent grade) was added to tap water 10, stirred well, and allowed to stand for one day to be used as test suspension water.

尚、凝集試験時におけるこの濁水の濁度は700ppmであ
り、pHは7.20であった。
The turbidity of the turbid water in the coagulation test was 700 ppm, and the pH was 7.20.

供試濁水の100mlを100ml容の共栓付メスシリンダーに採
り、これにキサンタンガム(大日本製薬(株)製)とグ
アガム(大日本製薬(株)製)との混合物(混合割合2/
1)の所定量を添加し、メスシリンダーの栓をして10回
の転倒撹拌を行った。
100 ml of the test suspension water is put into a 100 ml measuring cylinder with a stopper, and a mixture of xanthan gum (Dainippon Pharmaceutical Co., Ltd.) and guar gum (Dainippon Pharmaceutical Co., Ltd.) (mixing ratio 2 /
The predetermined amount of 1) was added, the graduated cylinder was plugged, and the mixture was inverted over 10 times.

更に、これに第2表に示した各種水溶性アルミニウム塩
の所定量を添加した後、更に10回の転倒撹拌を行った。
Furthermore, after adding predetermined amounts of various water-soluble aluminum salts shown in Table 2 thereto, the mixture was further inverted over 10 times.

撹拌後これを静置し、10分後上澄水の20mlを採取して濁
度を測定した。
After stirring, this was left to stand, and after 10 minutes, 20 ml of supernatant water was sampled and the turbidity was measured.

また比較のために、前記試験に於いて水溶性アルミニウ
ム塩を添加せずに同様に試験を行い、上澄水の濁度を測
定した。
For comparison, the same test was performed without adding the water-soluble aluminum salt in the above test, and the turbidity of the supernatant water was measured.

これらの測定結果を第2表に示した。The results of these measurements are shown in Table 2.

実施例3 カオリン(メルク社製,試薬級)43gを水道水10に添
加し、よく撹拌を行った後これを一日放置して供試濁水
として用いた。
Example 3 43 g of kaolin (manufactured by Merck & Co., Inc., reagent grade) was added to tap water 10, stirred well, and left for one day to be used as a test suspension water.

尚、凝集試験時におけるこの濁水の濁度は4000ppmであ
り、pHは7.60であった。
The turbidity of the turbid water in the aggregation test was 4000 ppm, and the pH was 7.60.

供試濁水の100mlを100ml容の共栓付メスシリンダーに採
り、これにキサンタンガム(大日本製薬(株)製)とロ
ーカストビーンガム(大日本製薬(株)製)とを各々第
3表に示した割合で混合したものを所定量を添加し、メ
スシリンダーの栓をして10回の転倒撹拌を行った。
100 ml of the test suspension water was placed in a 100-ml graduated cylinder with a stopper, and xanthan gum (Dainippon Pharmaceutical Co., Ltd.) and locust bean gum (Dainippon Pharmaceutical Co., Ltd.) are shown in Table 3. A predetermined amount of the mixture was added at a certain ratio, the graduated cylinder was plugged, and the mixture was inverted over 10 times.

これにポリ塩化アルミニウム(Al2O310.2%,多木化学
(株)製)の100ppmを添加した後、更に10回の転倒撹拌
を行った。
After adding 100 ppm of polyaluminum chloride (Al 2 O 3 10.2%, manufactured by Taki Kagaku Co., Ltd.) to this, the mixture was further inverted and stirred 10 times.

撹拌後これを静置し、10分後上澄水の20mlを採取して濁
度を測定した。
After stirring, this was left to stand, and after 10 minutes, 20 ml of supernatant water was sampled and the turbidity was measured.

また比較のために、キサンタンガムとローカストビーン
ガムとを混合せずに、各々単独で添加使用して同様に試
験を行い、上澄水の濁度を測定した。
For comparison, the same test was carried out by adding and using xanthan gum and locust bean gum individually without mixing them, and the turbidity of the supernatant water was measured.

これらの測定結果を第3表に示した。The results of these measurements are shown in Table 3.

実施例4 海水中での浚渫工事に伴って排出された濁水(兵庫県加
古川市)を供試濁水として用いて凝集試験を行った。
Example 4 A coagulation test was conducted using muddy water (Kakogawa City, Hyogo Prefecture) discharged along with the dredging work in seawater as a test muddy water.

尚、試験時におけるこの濁水の濁度は11000ppmであり、
pHは7.43であった。
The turbidity of this muddy water during the test was 11000 ppm,
The pH was 7.43.

供試濁水の500mlを500ml容の共栓付メスシリンダーに採
り、これに第4表に示したキサンタンガムと他のガム類
との混合物(混合割合1/4)の所定量を添加し、メスシ
リンダーの栓をして10回の転倒撹拌を行った。
Dispense 500 ml of the sampled turbid water into a 500 ml graduated cylinder with a ground-in stopper, add the prescribed amount of the mixture of xanthan gum and other gums (mixing ratio 1/4) shown in Table 4 to the graduated cylinder. The stopper was closed, and the mixture was inverted over 10 times.

これにポリ塩化アルミニウム(Al2O310.2%,多木化学
(株)製)の400ppmを添加した後、更に10回の転倒撹拌
を行った。
After adding 400 ppm of polyaluminum chloride (Al 2 O 3 10.2%, manufactured by Taki Kagaku Co., Ltd.), the mixture was further stirred 10 times by inversion.

撹拌後これを静置し、10分後上澄水の20mlを採取して濁
度を測定した。
After stirring, this was left to stand, and after 10 minutes, 20 ml of supernatant water was sampled and the turbidity was measured.

また比較のために、前記キサンタンガムと他のガム類と
の混合物に代えて、市販の合成高分子凝集剤及びポリ塩
化アルミニウムのみを単独使用して同様に試験を行い、
上澄水の濁度を測定した。
Further, for comparison, instead of a mixture of the xanthan gum and other gums, the same test was performed using only a commercially available synthetic polymer flocculant and polyaluminum chloride,
The turbidity of the supernatant water was measured.

これらの測定結果を第4表に示した。The results of these measurements are shown in Table 4.

実施例5 加古川河川敷浚渫工事に伴って排出された濁水(兵庫県
加古川市)を供試濁水に使用して凝集試験を行った。
尚、この濁水の濁度は9600ppmであり、pHは7.21であっ
た。
Example 5 A coagulation test was carried out using the turbid water (Kakogawa City, Hyogo Prefecture) discharged along with the dredging work of the Kakogawa Riverbed as the test turbid water.
The turbidity of this muddy water was 9600 ppm and the pH was 7.21.

供試濁水の500mlを500ml容の共栓付メスシリンダーに採
り、これにキサンタンガムと他のガム類との混合物(混
合割合4/1)の所定量を添加し、メスシリンダーの栓を
して10回の転倒撹拌を行った。
Take 500 ml of the sampled turbid water in a 500 ml graduated cylinder with a stopper, add a predetermined amount of a mixture of xanthan gum and other gums (mixing ratio 4/1), and plug the graduated cylinder to 10 Inversion stirring was performed once.

これにポリ塩化アルミニウム(Al2O310.2%,多木化学
(株)製))の300ppmを添加した後、更に10回の転倒撹拌
を行った。
After adding 300 ppm of polyaluminum chloride (Al 2 O 3 10.2%, manufactured by Taki Kagaku Co., Ltd.), the mixture was further inverted and stirred 10 times.

撹拌後これを静置し、10分後の上澄水20mlを採取して濁
度を測定した。
After stirring, this was left to stand, and after 10 minutes, 20 ml of supernatant water was collected to measure the turbidity.

また比較のために、キサンタンガムと他のガム類とを混
合せずに別々に上記と同じ添加量となるように添加し、
同様に試験を行い上澄水の濁度を測定した。
Also, for comparison, xanthan gum and other gums are added separately without mixing, so as to have the same addition amount as above,
The same test was performed to measure the turbidity of the supernatant water.

尚、この場合に於いて撹拌はキサンタンガム添加後5
回、他のガム類添加後5回の計10回の転倒撹拌を行っ
た。
In addition, in this case, stirring was performed after adding xanthan gum.
10 times in total, 5 times after addition of other gums.

これらの測定結果を第5表に示した。The results of these measurements are shown in Table 5.

実施例6 実施例5で使用した供試濁水を用いて同様に凝集試験を
行った。
Example 6 An agglutination test was conducted in the same manner using the test turbid water used in Example 5.

供試濁水の500mlを500ml容の共栓付メスシリンダーに採
り、これにキサンタンガムとローカストビーンガムとの
混合物(混合割合4/1)の所定量を添加し、メスシリン
ダーの栓をして10回の転倒撹拌を行った。
Take 500 ml of the sampled turbid water in a 500 ml graduated cylinder with a stopper, add a predetermined amount of a mixture of xanthan gum and locust bean gum (mixing ratio 4/1), plug the graduated cylinder 10 times. Inverted stirring was performed.

これにポリ塩化アルミニウム(Al2O310.2%,多木化学
(株)製))の300ppmを添加した後、更に10回の転倒撹拌
を行った。
After adding 300 ppm of polyaluminum chloride (Al 2 O 3 10.2%, manufactured by Taki Kagaku Co., Ltd.), the mixture was further inverted and stirred 10 times.

撹拌後これを静置し、10分後の上澄水の20mlを採取して
濁度を測定した。
After stirring, this was left to stand, and after 10 minutes, 20 ml of supernatant water was collected to measure the turbidity.

また比較のために、ガム混合物とポリ塩化アルミニウム
との添加順序を逆にし、ポリ塩化アルミニウムの添加撹
拌後、ガム混合物を添加し撹拌を行い同様に試験を行っ
た。
For comparison, the order of addition of the gum mixture and polyaluminum chloride was reversed, and after the addition and stirring of polyaluminum chloride, the gum mixture was added and stirred, and the same test was conducted.

これらの測定結果を第6表に示した。The results of these measurements are shown in Table 6.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】被処理水にキサンタンガムとグアガム、ロ
ーカストビーンガムまたはタマリンドから選ばれたガム
類との混合物を添加した後、水溶性アルミニウム塩を添
加することからなる水処理方法。
1. A water treatment method comprising adding a mixture of xanthan gum and gums selected from guar gum, locust bean gum or tamarind to water to be treated and then adding a water-soluble aluminum salt.
【請求項2】キサンタンガム(A)とグアガム、ローカス
トビーンガムまたはタマリンドから選ばれたガム類(B)
との混合物の混合割合が(A)/(B)で1/20〜20/1の範囲で
ある特許請求の範囲第1項記載の水処理方法。
2. A gum (B) selected from xanthan gum (A) and guar gum, locust bean gum or tamarind.
The water treatment method according to claim 1, wherein the mixture ratio of (A) / (B) is 1/20 to 20/1.
JP2190004A 1990-07-17 1990-07-17 Water treatment method Expired - Fee Related JPH0655310B2 (en)

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Publication Number Publication Date
JPH0474592A JPH0474592A (en) 1992-03-09
JPH0655310B2 true JPH0655310B2 (en) 1994-07-27

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Country Link
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JP4584791B2 (en) * 2005-08-03 2010-11-24 芳聰 前田 Stirring bar for turbid water coagulation sedimentation
BR112014023880A8 (en) * 2012-03-28 2017-07-11 Halosource Inc COMPOSITIONS FOR WATER TREATMENT AND USE METHODS
JP2016203129A (en) * 2015-04-28 2016-12-08 株式会社大林組 Water treatment material and water treatment method
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WO2020067284A1 (en) * 2018-09-27 2020-04-02 デクセリアルズ株式会社 Anionic flocculant, anionic flocculant production method, and treatment method
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US12122694B2 (en) 2018-09-27 2024-10-22 Suido Kiko Kaisha, Ltd. Anionic flocculant, anionic flocculant production method, and treatment method

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