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JP3529200B2 - How to prevent turbid water - Google Patents
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JP3529200B2 - How to prevent turbid water - Google Patents

How to prevent turbid water

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Publication number
JP3529200B2
JP3529200B2 JP19978795A JP19978795A JP3529200B2 JP 3529200 B2 JP3529200 B2 JP 3529200B2 JP 19978795 A JP19978795 A JP 19978795A JP 19978795 A JP19978795 A JP 19978795A JP 3529200 B2 JP3529200 B2 JP 3529200B2
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JP
Japan
Prior art keywords
water
ground surface
turbid water
generation
turbid
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 - Lifetime
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JP19978795A
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Japanese (ja)
Other versions
JPH0899090A (en
Inventor
隆夫 大島
功 白滝
清茂 西林
孝之 上野
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Obayashi Corp
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Obayashi Corp
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Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】この発明は、濁水の発生防止
方法に関し、特に、降雨時に雨水が地表面を流下する際
に微細土粒子を巻き込むことにより発生する濁水の発生
防止方法に関する。 【0002】 【従来の技術】例えば、道路、宅造、ゴルフ場等の建設
現場における土工事中に降雨があると、雨水は微細土粒
子を巻き込みつつ掘削地表面を流下することにより濁水
が発生し、この濁水が市街地、水田、道路、湖沼等に流
下してこれらの環境を害するとともに、流速が低下した
場所では濁水によって運ばれた微細土砂が沈降し、濁水
流下が収まった後でも各所に堆積したままとなり、その
処理に多くの人手を要する等、濁水による環境破壊が社
会問題化している。 【0003】また、かかる問題は、地崩れ地域や鉄道,
道路の法面等の、降雨時に雨水が流下する他の種々の地
表面についても指摘されている。 【0004】そして、これらの地表面から濁水が発生す
るのを未然に防止する対策として、従来より例えば以下
のような方法が実施されていた。 (1)地表面をローラなどによって締め固める。 (2)地表面を遮水シート,フィルムによって覆う。 (3)地表面に加水反応型ポリウレタン系を吹き付け
る。 (4)溜め池を造成して流下した濁水が全てこの部分に
集まるようにし、この溜め池内に微細土粒子を沈降させ
る。 【0005】 【発明が解決しようとする課題】しかしながら上記
(1)の方法では、天候に応じてその都度ローラで締め
固め作業を行うのは多大な労力と時間とを要するため、
特に土工事現場では実施しにくく、また土工事現場では
締め固めた地表面を再度掘削することになるため効率的
でない。(2)の方法は、面積の小さい地表面を覆うの
は容易であるが、面積の大きい地表面を覆うのは施工が
困難となる。(3)の方法は、吹き付け機械が特殊であ
り、また反応したゲル体は天日によって組織が壊され効
果が薄れるばかりか、風化した後に残留物が残り環境上
問題となる。(4)の方法は、濁水の発生そのものを防
止するものではなく、また溜め池を造成するにはこれに
適した地形を必要とするとともに、雨量が多い場合には
その全量を溜め池内に収容しきれない欠点があり、さら
に、特に土工事現場などにおいて採用する場合には工事
後は改めて埋め戻し・整地をする場合があり、その作業
に手間がかかる等の問題がある。 【0006】従って、従来行なわれているいずれの方法
も経済的かつ有効な防止対策とは言えず、濁水の発生を
防止するための新しい対策が望まれている。 【0007】本発明者らは、以上の方法に替わる簡単な
濁水発生防止方法として、地表面を構成する土砂の微細
土粒子をある種の水溶性高分子で処理することにより、
雨水が地表面を流下する際に微細土粒子を巻き込むこと
を極力回避して、濁水の発生を防止、ないしは流下水に
よって運ばれる土砂量を著しく減少できることを見出し
た。 【0008】すなわち、この発明は、簡易かつ迅速に実
施できる構成でありながら、雨水が流下する地表面から
濁水が発生するのを確実に防止することのできる濁水の
発生防止方法を提供することを目的とするものである。 【0009】 【課題を解決するための手段】この発明の濁水の発生防
止方法は、上記目的を達成するためになされたもので、
降雨時に雨水が流下する地表面に、カチオン性グアーガ
ム、またはアルギン酸ナトリウム、またはノニオン性あ
るいはカチオン性のポリビニルアルコールから選択され
る水溶性高分子を固形分含有量0.1〜5.0%の水溶
液として0.2〜5 l/m 散布し、流下する雨水の
汚濁を防止することを特徴とするものである。 【0010】 【発明の実施の形態】この発明に用いる水溶液高分子と
しては、例えは、微細土粒子の凝集効果を高める水溶性
高分子としての、メチルセルロース(MC)、ヒドロキ
シエチルセルロース(HEC)、ヒドロキシエチルメチ
ルセルロース(HEMC)等のセルロース誘導体、グア
ーガム、キサンタンガム、アラビアゴム等の天然ガム、
ポリビニルアルコール、またはそれらのカチオンまたは
アニオン変性品等や、土壌の表面に被膜を形成して濁水
の発生を防止する水溶性高分子としての、アルギン酸ナ
トリウム等を用いることが好ましい。 【0011】そして、これらの水溶性高分子のうち、カ
チオン性グアーガム、アルギン酸ナトリウム、またはノ
ニオン性若しくはカチオン性ビニルアルコールを使用す
る。 【0012】また、これらと、カチオン性の樹脂エマル
ジョン、または撥水性のシリコーン樹脂、フッ素樹脂、
シリコーンフッ素樹脂のエマルジョンタイプなどとを併
用することもできる。 【0013】そして上記水溶性高分子の配合量は、散布
液中に固形分で0.1〜5.0%含有させる。これを地
表面に散布するには、例えば農薬の散布や、液体肥料の
散布の際に従来より用いられている通常の水溶液散布装
置を用いて行うことができる。地表面に対する水溶性高
分子の散布量は、施工する地表面の乾燥状態や土砂の粒
径、表面平滑度等を鑑みて適宜設計されるが、上記の固
形分範囲を含有するカチオン性グアーガムまたはアルギ
ン酸ナトリウム水溶液を、地表面に対して0.2〜5 l
/m程度散布する。0.2 l/mを下回った場
合には、微細土粒子の凝集効果を十分に得ることが出来
ず、また5 l/mを上回った場合には、特に濁水の
発生防止効果が向上しないだけでなく、乾燥時間がいた
ずらに長くなってしまい逆効果になる。 【0014】なお、散布する地表面は、自由水がなくな
る程度まで乾燥した後、散布処理することが望ましい。 【0015】散布の実施時間は、天気情報などによって
予測される降雨の24時間以上前に行うのが望ましい
が、状況によっては、降雨直前に実施することも可能で
ある。前記散布を実施する地表面の条件としては、比較
的平滑で堅い面がよいので、前処理としてローラなどに
よって締め固め、平坦化した後散布することが望まれる
が、前処理を行わずに散布することも可能である。 【0016】 【実施例】以下この発明の濁水の発生防止方法を実施例
および比較例によりさらに詳細に説明するが、この発明
はこれらに限定されるものではない。なお、例中の部お
よび%はそれぞれ重量部と重量%を示す。 【0017】<実施例1>図1に示すように、長さ16
0cm、幅50cm、厚さ8cm、傾斜度4:1の勾配を持っ
た土砂床1の上部に散水管2を配置し、下端にロート3
を介して20 lのポリタンク4を接続した実験装置を作
り、土砂床1の上面に自然含水比20%程度の関東ロー
ム5を約5cmの厚さで敷設した。 【0018】土砂敷設後、熊手で平坦に均しただけの試
料Iと、5kgの鉄製ローラで固めた試料IIの表面に、そ
れぞれ、固形分0.5%を含有するカチオン性グアーガ
ム(商品名:ジャガーCP−13 三晶株式会社製)水
溶液を1.0 l/m2 散布した。24時間経過後散水管
2を通して、5 l/m2 (散布時間5分)の水を散水
し、流下する水をポリタンク4に捕集して水の濁度と、
流出土砂量を測定した。 なお、土砂床1の表面には土
砂全体が滑り落ちるのを防止するため、20cm毎に高さ
1cmの堰を横設してある。 【0019】また、濁度はANALITE濁度計(セン
トラル科学株式会社製)を用い、ポリタンク4内に流入
した水の中心部分で測定した。単位はカオリン換算でm
g/l(ppm )であり、この方法では水の濁度は0ppm
になる。 【0020】<実施例2>図1に示す実験装置を用い
て、実施例1と全く同一の条件で作成された試料I,II
の表面に固形分1.0%を含有するカチオン性ヒドロキ
シエチルセルロース(商品名:カチナールHC−200
東邦化学工業株式会社製)水溶液1 l/m2 を均一に
散布した。実施例1と同様に24時間経過後、散水管2
を通して5l/m2 の水を5分間かけて散水し、流下す
る水をポリタンク4に捕集して水の濁度と、流出土砂量
を測定した。 【0021】<実施例3>図1に示す実験装置を用い
て、実施例1と全く同じ条件で作成した試料I ,IIの表
面に固形分0.1%を含有するアルギン酸ナトリウム
(商品名:アルギン酸ナトリウム 君津化学株式会社
製)水溶液1.5 l/m2 を均一に散布した。実施例1
と同様に24時間経過後、散水管2を通して5 l/m2
の水を5分間かけて散水し、流下する水をポリタンク4
に捕集して水の濁度と、流出土砂量を測定した。 【0022】<実施例4>図1に示す実験装置を用い
て、関東ロームに替えて自然含水比20%程度の堆積性
赤土5を約5cmの厚さで敷設した。試料I ,IIの表面
に固形分2.0%を含有するカチオン性ポリビニルアル
コール(商品名:C−20 信越化学工業株式会社製)
水溶液1 l/m2 を均一に散布した。実施例1と同様に
24時間経過後、散水管2を通して5 l/m2 の水を5
分間かけて散水し、流下する水をポリタンク4に捕集し
て水の濁度と、流出土砂量を測定した。 【0023】<比較例1>図1に示す実験装置を用い
て、実施例1〜3と全く同じ条件で作成した関東ローム
からなる未処理の試料I ,IIの表面に散水管を通して5
l/m2 の水を5分間かけて散水し、流下する水をポリ
タンク4に捕集して水の濁度と、流出土砂量を測定し
た。 【0024】<比較例2>図1に示す実験装置を用い
て、実施例4と全く同じ条件で作成した堆積性赤土から
なる未処理の試料I ,IIの表面に散水管2を通して5 l
/m2 の水を5分間かけて散水し、流下する水をポリタ
ンク4に捕集して水の濁度と、流出土砂量を測定した。 【0025】以上の実施例1〜4及び、比較例1〜2の
実験結果を次の表1に示す。 【0026】 【表1】 以上の表に示す結果から明らかなように、水溶性高分子
としてのカチオン性グアーガム、アルギン酸ナトリウ
ム、カチオン性のポリビニルアルコールで処理した地表
面からの流出土砂量は、未処理の地表面からの流出土砂
量に比べて極めて少なく、また、流下した水の濁度も極
度に低下していることが判明した。 【0027】 【発明の効果】以上のように、この発明の濁水の発生防
止方法は、降雨時に雨水が流下する地表面に、カチオン
性グアーガム、アルギン酸ナトリウム、ノニオン性ある
いはカチオン性のポリビニルアルコールから選択される
水溶性高分子を固形分含有量0.1〜5.0%の水溶液
として0.2〜5 l/m 散布するだけの簡単かつ迅
速な方法により、雨水が地表面を流下する際に微細土粒
子を巻き込むことを極力回避して、雨水が流下する地表
面から濁水が発生するのを確実に防止することができる
とともに、雨水によって運ばれる土砂量を著しく減少す
ることができる。 【0028】したがって、この発明は、土工事現場、地
崩れ地域、鉄道,道路の法面などの雨水が流下する地表
面において、降雨による濁水の発生を未然に防止し、濁
水による周囲の環境破壊や地盤の崩壊を防止する上で好
適である。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for preventing the generation of turbid water, and more particularly to a method for generating turbid water by entraining fine soil particles when rainwater flows down the ground surface during rainfall. The present invention relates to a method for preventing generation of turbid water. [0002] For example, when rainfall occurs during earthworks at a construction site such as a road, a house building, a golf course, etc., stormwater is generated by rainwater flowing down the surface of the excavation ground while entraining fine soil particles. This turbid water flows down into urban areas, paddy fields, roads, lakes and marshes, damaging these environments, and in places where the flow velocity decreases, the fine sediment carried by the turbid water sinks and accumulates in various places even after the turbid water flow has stopped. The destruction of the environment due to turbid water has become a social problem. [0003] Such problems are caused by landslide areas, railways,
It has also been pointed out that various other ground surfaces, such as road slopes, through which rainwater flows down during rainfall. [0004] As a countermeasure to prevent the generation of turbid water from the ground surface, for example, the following method has conventionally been implemented. (1) The ground surface is compacted by a roller or the like. (2) Cover the ground surface with a waterproof sheet or film. (3) Spraying a water-reactable polyurethane system on the ground surface. (4) A reservoir is created so that all turbid water flowing down collects in this portion, and fine soil particles are settled in the reservoir. [0005] However, in the above method (1), it takes a lot of labor and time to perform the compacting operation with the roller each time according to the weather,
In particular, it is difficult to carry out the method on an earth work site, and it is not efficient at the earth work site because the compacted ground surface must be excavated again. In the method (2), it is easy to cover a ground surface having a small area, but it is difficult to cover a ground surface having a large area. In the method (3), a spraying machine is special, and the reacted gel body is not only destroyed by the sun and its effect is diminished, but also remains after the weathering, resulting in environmental problems. The method of (4) does not prevent the generation of turbid water itself. In addition, in order to create a reservoir, it is necessary to have suitable topography, and when rainfall is heavy, the entire amount is stored in the reservoir. There are drawbacks that cannot be completely solved, and in particular, when the method is adopted in an earth construction site, there is a case that backfilling and leveling may be performed again after the construction, and there is a problem that the work is troublesome. Therefore, none of the conventional methods can be said to be an economical and effective preventive measure, and a new measure for preventing the generation of turbid water is desired. The present inventors have proposed a simple alternative to the above method for preventing the generation of turbid water, by treating fine soil particles of earth and sand constituting the ground surface with a certain kind of water-soluble polymer.
It has been found that it is possible to prevent the generation of turbid water or to remarkably reduce the amount of sediment carried by the falling water by avoiding the entrainment of fine soil particles as the rainwater flows down the ground surface as much as possible. That is, the present invention provides a method for preventing the generation of turbid water, which has a configuration which can be easily and quickly implemented, and which can surely prevent generation of turbid water from the ground surface on which rainwater flows. It is the purpose. [0009] A method for preventing the generation of muddy water according to the present invention has been made to achieve the above object.
An aqueous solution having a solid content of 0.1 to 5.0% containing cationic guar gum, sodium alginate, or a water-soluble polymer selected from nonionic or cationic polyvinyl alcohol on the ground surface where rainwater flows down during rainfall. 0.2 to 5 l / m 2 to prevent rainwater from flowing down. DETAILED DESCRIPTION OF THE INVENTION The aqueous polymer used in the present invention includes, for example, methylcellulose (MC), hydroxyethylcellulose (HEC), and hydroxyethylcellulose (HEC) as water-soluble polymers that enhance the aggregation effect of fine soil particles. Cellulose derivatives such as ethyl methyl cellulose (HEMC), natural gums such as guar gum, xanthan gum, gum arabic,
It is preferable to use polyvinyl alcohol, a cation or anion-modified product thereof, or sodium alginate as a water-soluble polymer that forms a coating on the surface of soil to prevent generation of turbid water. [0011] Then, among the water-soluble polymers of these, use of cationic guar gum, sodium alginate or nonionic or cationic vinyl alcohol. In addition, a cationic resin emulsion, a water-repellent silicone resin, a fluororesin,
An emulsion type of silicone fluororesin can be used in combination. The amount of the water-soluble polymer is 0.1 to 5.0% by solid content in the spray liquid. This can be sprayed on the ground surface using, for example, a conventional aqueous solution spraying apparatus conventionally used for spraying pesticides or liquid fertilizers. The amount of the water-soluble polymer sprayed on the ground surface is appropriately designed in consideration of the dry state of the ground surface to be applied and the particle size of the earth and sand, the surface smoothness, etc., but the cationic guar gum containing the above solid content range or 0.2 to 5 l of sodium alginate solution
/ M 2 about you spraying. When it is less than 0.2 l / m 2 , the effect of coagulating fine soil particles cannot be sufficiently obtained, and when it is more than 5 l / m 2 , the effect of preventing the generation of turbid water is particularly improved. Not only that, but also the drying time becomes unnecessarily long, which has the opposite effect. The ground surface to be sprayed is desirably dried until the free water disappears, and then sprayed. It is desirable that the spraying be performed at least 24 hours before the rainfall predicted by the weather information or the like. However, depending on the circumstances, the spraying can be performed immediately before the rainfall. As the condition of the ground surface where the spraying is carried out, a relatively smooth and hard surface is good, so it is desirable to compact by a roller or the like as a pretreatment and spray after flattening, but it is desirable to spray without performing the pretreatment. It is also possible. The method for preventing the generation of turbid water according to the present invention will be described in more detail with reference to examples and comparative examples, but the present invention is not limited to these examples. In the examples, parts and% indicate parts by weight and% by weight, respectively. <Embodiment 1> As shown in FIG.
A sprinkling pipe 2 is placed at the top of a sediment bed 1 having a gradient of 0 cm, a width of 50 cm, a thickness of 8 cm, and a slope of 4: 1.
An experimental apparatus connected to a 20-liter plastic tank 4 through the above was made, and a Kanto loam 5 having a natural water content of about 20% was laid on the upper surface of the earth and sand bed 1 with a thickness of about 5 cm. After laying earth and sand, cationic guar gum containing 0.5% solids (trade name: each) was placed on the surface of sample I, which was leveled evenly with a rake, and sample II, which was solidified with a 5 kg iron roller. Aqueous solution (Jaguar CP-13 manufactured by Sansei Co., Ltd.) was sprayed at 1.0 l / m 2 . After 24 hours, 5 l / m 2 (spraying time: 5 minutes) of water is sprinkled through the water sprinkling pipe 2, and the flowing water is collected in the poly-tank 4 to determine the turbidity of the water,
The amount of runoff was measured. In addition, in order to prevent the whole earth and sand from slipping down on the surface of the earth and sand floor 1, a weir having a height of 1 cm is provided every 20 cm. The turbidity was measured using an ANALITE turbidimeter (manufactured by Central Science Co., Ltd.) at the center of the water flowing into the plastic tank 4. The unit is m in kaolin conversion.
g / l (ppm), and the turbidity of water is 0 ppm in this method.
become. Example 2 Samples I and II prepared using the experimental apparatus shown in FIG. 1 under exactly the same conditions as in Example 1
Cationic hydroxyethylcellulose containing 1.0% solids on the surface of the product (trade name: Katinal HC-200)
1 l / m 2 of an aqueous solution (manufactured by Toho Chemical Industry Co., Ltd.) was uniformly dispersed. After a lapse of 24 hours in the same manner as in Example 1,
5 l / m 2 of water was sprinkled over 5 minutes, and the flowing water was collected in a plastic tank 4 to measure the turbidity of the water and the amount of sediment discharged. Example 3 Using the experimental apparatus shown in FIG. 1, sodium alginate (trade name: 0.1%) containing 0.1% solids on the surface of Samples I and II prepared under exactly the same conditions as in Example 1 1.5 l / m 2 of aqueous solution of sodium alginate (manufactured by Kimitsu Chemical Co., Ltd.) was uniformly sprayed. Example 1
After a lapse of 24 hours in the same manner as described above, 5 l / m 2
Water for 5 minutes, and the flowing water
And measured the turbidity of water and the amount of sediment runoff. Example 4 Using the experimental apparatus shown in FIG. 1, a sedimentary red soil 5 having a natural water content of about 20% was laid in a thickness of about 5 cm instead of the Kanto loam. Cationic polyvinyl alcohol containing 2.0% solids on the surface of samples I and II (trade name: C-20, manufactured by Shin-Etsu Chemical Co., Ltd.)
An aqueous solution of 1 l / m 2 was evenly sprayed. After a lapse of 24 hours as in Example 1, 5 l / m 2 of water was passed through sprinkler tube 2 for 5 hours.
Water was sprayed over a period of minutes, and the flowing water was collected in a plastic tank 4 to measure the turbidity of the water and the amount of sediment discharged. <Comparative Example 1> Using the experimental apparatus shown in FIG. 1, the surfaces of untreated samples I and II made of Kanto loam prepared under exactly the same conditions as in Examples 1 to 3 were passed through a sprinkler tube.
l / m 2 of water was sprinkled over 5 minutes, and the flowing water was collected in a plastic tank 4 to measure the turbidity of the water and the amount of sediment discharged. <Comparative Example 2> Using the experimental apparatus shown in FIG. 1, 5 l of untreated samples I and II made of sedimentary red soil prepared under exactly the same conditions as in Example 4 were passed through the sprinkling pipe 2.
/ M 2 of water was sprinkled over 5 minutes, the flowing water was collected in a plastic tank 4, and the turbidity of the water and the amount of sediment discharged were measured. The experimental results of Examples 1 to 4 and Comparative Examples 1 and 2 are shown in Table 1 below. [Table 1] As is clear from the results shown in the above table, the amount of sediment runoff from the ground surface treated with cationic guar gum, sodium alginate and cationic polyvinyl alcohol as water-soluble polymers is the same as the runoff from the untreated ground surface. It was found that the turbidity of the water flowing down was extremely low compared to the amount of sediment. As described above, the method for preventing the generation of turbid water according to the present invention uses the method of selecting from cationic guar gum, sodium alginate, nonionic or cationic polyvinyl alcohol on the ground surface where rainwater flows down during rainfall. When rainwater flows down the ground surface by a simple and quick method of spraying the water-soluble polymer to be applied as an aqueous solution having a solid content of 0.1 to 5.0% at 0.2 to 5 l / m 2. As a result, it is possible to prevent turbid water from being generated from the ground surface where the rainwater flows down, and to significantly reduce the amount of sediment carried by the rainwater. Accordingly, the present invention prevents the generation of turbid water due to rainfall on the ground surface where rainwater flows down, such as an earthworks site, a landslide area, a railroad or a road slope, and destroys the surrounding environment due to turbid water. It is suitable for preventing collapse of the ground.

【図面の簡単な説明】 【図1】実施例及び比較例に用いた実験装置の説明図で
ある。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory diagram of an experimental device used in Examples and Comparative Examples.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 白滝 功 新潟県中頸城郡頸城村大字西福島28番地 の1 信越化学工業株式会社 直江津工 場内 (72)発明者 西林 清茂 東京都清瀬市下清戸4丁目640番地 株 式会社大林組 技術研究所内 (72)発明者 上野 孝之 東京都清瀬市下清戸4丁目640番地 株 式会社大林組 技術研究所内 (56)参考文献 特開 昭57−59983(JP,A) 特開 昭53−125311(JP,A) 特開 平1−207384(JP,A) 特開 昭61−23682(JP,A) 特開 平5−32970(JP,A) 特開 昭48−68715(JP,A)   ────────────────────────────────────────────────── ─── Continuation of front page    (72) Inventor Isao Shirataki               28 Nishifukushima, Oku-ku, Niigata Prefecture               1 Shin-Etsu Chemical Co., Ltd.               Inside the hall (72) Inventor Kiyoshige Nishibayashi               4-640 Shimoseito, Kiyose-shi, Tokyo Stock               Obayashi Technical Research Institute (72) Inventor Takayuki Ueno               4-640 Shimoseito, Kiyose-shi, Tokyo Stock               Obayashi Technical Research Institute                (56) References JP-A-57-59983 (JP, A)                 JP-A-53-125311 (JP, A)                 JP-A-1-207384 (JP, A)                 JP-A-61-23682 (JP, A)                 JP-A-5-32970 (JP, A)                 JP-A-48-68715 (JP, A)

Claims (1)

(57)【特許請求の範囲】 【請求項1】 降雨時に雨水が流下する地表面に、カチ
オン性グアーガム、アルギン酸ナトリウム、ノニオン性
若しくはカチオン性ポリビニルアルコールから選択され
る水溶性高分子を固形分含有量0.1〜5.0%の水溶
液として0.2〜5 l/m 散布し、流下する雨水の
汚濁を防止することを特徴とする濁水の発生防止方法。
(57) [Claims 1] A solid content containing a water-soluble polymer selected from cationic guar gum, sodium alginate, nonionic or cationic polyvinyl alcohol on the ground surface where rainwater flows down during rainfall. A method for preventing generation of muddy water, which comprises spraying 0.2 to 5 l / m 2 as an aqueous solution having a volume of 0.1 to 5.0% to prevent rainwater from flowing down.
JP19978795A 1994-08-04 1995-08-04 How to prevent turbid water Expired - Lifetime JP3529200B2 (en)

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JP18366694 1994-08-04
JP6-183666 1994-08-04
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Publication number Priority date Publication date Assignee Title
JP2007204732A (en) * 2006-05-31 2007-08-16 Ooba:Kk Method for controlling topsoil runoff
JP4955329B2 (en) * 2006-07-13 2012-06-20 公益財団法人鉄道総合技術研究所 Mud prevention method
JP2016504423A (en) * 2012-10-23 2016-02-12 ローディア オペレーションズ Preventing soil erosion

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