JP2013023810A - Method for preventing diffusion of pollution near water bottom in dredging - Google Patents
Method for preventing diffusion of pollution near water bottom in dredging Download PDFInfo
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- JP2013023810A JP2013023810A JP2011156063A JP2011156063A JP2013023810A JP 2013023810 A JP2013023810 A JP 2013023810A JP 2011156063 A JP2011156063 A JP 2011156063A JP 2011156063 A JP2011156063 A JP 2011156063A JP 2013023810 A JP2013023810 A JP 2013023810A
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- flocculant
- water
- dredging
- pollution
- grab
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 55
- 238000009792 diffusion process Methods 0.000 title abstract description 13
- 238000000034 method Methods 0.000 title abstract description 9
- 239000003344 environmental pollutant Substances 0.000 claims description 13
- 231100000719 pollutant Toxicity 0.000 claims description 13
- 238000010276 construction Methods 0.000 claims description 6
- 239000000701 coagulant Substances 0.000 abstract description 2
- 239000000126 substance Substances 0.000 abstract description 2
- 239000010802 sludge Substances 0.000 abstract 1
- 239000000945 filler Substances 0.000 description 13
- 230000002776 aggregation Effects 0.000 description 8
- 238000005054 agglomeration Methods 0.000 description 4
- 238000004220 aggregation Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010828 elution Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 238000005507 spraying Methods 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 238000013019 agitation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000004931 aggregating effect Effects 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- -1 dredged Substances 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
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- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
Abstract
Description
本発明は、浚渫時の水底近傍の汚濁を拡散防止する方法に関する。 The present invention relates to a method for preventing the diffusion of pollution near the bottom of a water during drought.
近年湖沼、河川、ダム湖、港湾等の水床の浚渫が行われている。このような浚渫時に汚濁の拡散を抑える方法としてグラブ枠が使用されている。グラブ枠は、水面に浮力体で区画されたフロート部を、水中には囲繞されたカーテン膜部を設けたもので、グラブ枠の区画内にグラブバケットを投入し、浚渫しているが、水深が深い場合、該カーテン膜部の丈が水深より短かく、揚泥時に該カーテン膜部下から汚濁が拡散してしまうのが実状であった。 In recent years, dredging of water beds such as lakes, rivers, dam lakes, and harbors has been carried out. A grab frame is used as a method of suppressing the diffusion of pollution during such drought. The grab frame has a float section partitioned by a buoyant body on the water surface and a curtain membrane section surrounded by water. Is deeper than the water depth, the actual condition is that the dirt diffuses from the bottom of the curtain film during mud.
そこで従来浚渫時に汚濁の拡散を抑える方法として、例えば該カーテン膜部に凝集剤を含み水でこの凝集剤が溶出可能の凝集剤充填体を水平方向及び垂直方向に間隔をおいて取付け、汚濁水を該凝集剤充填体を取り付けた該カーテン膜部に接触させ、汚濁物質を上記溶出可能の凝集剤により凝集させる方法が提案されている。
また、グラブバケットに該凝集剤充填体を直接取付け、該グラブバケットの水中投入時、浚渫時、揚泥時等の水流攪拌により、汚濁水を凝集剤充填体に接触・攪拌させ、汚濁物質を上記溶出可能の凝集剤により凝集させる方法が提案されている。該カーテン膜部に該凝集剤充填体を取り付けた工法は、常に該凝集剤を水に接触しているので、溶出時間は速いが、凝集に必要な攪拌が不足する為、凝集効果が悪くなる。また該グラブバケットに該凝集剤充填体を直接取り付けた工法は、該グラブバケットの水中投入時、浚渫時、揚泥時等グラブバケットの水中での作業が多く、攪拌効果は十分あるが、該グラブバケットが常に水中に有る訳でなく、凝集剤充填体の溶出時間が少ない為、凝集効果が悪くなる欠点があった。
Therefore, as a method for suppressing the diffusion of pollution during conventional dredging, for example, a flocculant filler that contains a flocculant in the curtain film part and is capable of eluting the flocculant with water is attached at intervals in the horizontal and vertical directions. Has been proposed in which the flocculant is brought into contact with the curtain membrane portion to which the flocculant filler is attached, and the pollutant is agglomerated with the eluting flocculant.
In addition, the flocculant filler is directly attached to the grab bucket, and the contaminated water is brought into contact with the flocculant filler and stirred by flowing water when the grab bucket is poured into the water, dredging, or during muddying. A method of aggregating with the eluting flocculant has been proposed. In the construction method in which the flocculant filler is attached to the curtain film portion, the flocculant is always in contact with water, so that the elution time is fast, but the agglomeration effect is worsened because the agitation necessary for aggregation is insufficient. . In addition, the construction method in which the flocculant filler is directly attached to the grab bucket has a lot of work in the grab bucket underwater, such as when the grab bucket is poured into the water, dredging, and during mud, and the stirring effect is sufficient. The grab bucket is not always in water, and the elution time of the flocculant filler is short, so there is a drawback that the coagulation effect is deteriorated.
特許第2516742号 Japanese Patent No. 2516742
本発明は、凝集剤の散布により、浚渫時の水底近傍の汚濁拡散防止ができる工法について種々研究を重ねた結果本発明を完成するに至った。 The present invention has been completed as a result of various studies on construction methods capable of preventing the diffusion of pollutants in the vicinity of the bottom of the water by dripping the flocculant.
すなわち、本発明は、水底の汚濁物質に凝集剤を事前に散布させて浚渫する事により、浚渫時の水底近傍の汚濁と排泥時の汚濁を拡散防止する工法である。 That is, the present invention is a construction method for preventing diffusion near the bottom of the water at the time of dredging and pollution at the time of drainage by spreading the flocculant in advance on the pollutant at the bottom of the water.
本発明の浚渫時の水底近傍の汚濁を拡散防止する方法によれば、底泥濁質に事前に凝集剤を散布させ、溶解後にグラブバケットまたはポンプ浚渫ラダー等で撹拌し揚泥する方法により、浚渫時の濁質物質に凝集剤を高濃度凝集させ、汚濁発生源の小規模高濁度時に汚濁を効果的に防止させることができる。 According to the method of preventing diffusion near the bottom of the water during dredging of the present invention, the flocculant is sprayed in advance on the bottom mud, and after dissolution, the mixture is stirred with a grab bucket or a pump dredger ladder, etc. It is possible to agglomerate a high concentration of the flocculant in the turbid material at the time of drought, and to effectively prevent the pollution at the time of small-scale high turbidity of the pollution generation source.
また本発明は汚濁物質と凝集剤が高濃度で接触する事により、確実な凝集をさせることができる。 Further, according to the present invention, the pollutant and the flocculant are brought into contact with each other at a high concentration, so that reliable aggregation can be achieved.
さらに本発明は凝集粒子が沈降し再び濁質に接触凝集され、水中の清澄化が図ることができる。 Furthermore, according to the present invention, the aggregated particles settle and contact and agglomerate again to the turbidity, so that clarification in water can be achieved.
次に本発明を図面を参照しながら説明するが、本発明は以下の説明のみに限定されるものではない。
図1は、グラブ式浚渫船1にグラブ枠3を固着し、凝集剤を含み水で該凝集剤が溶出可能の凝集剤充填体7を取り付けたグラブバケット6を水中に下げた浚渫を示す斜視図であり、該グラブバケット6を水中に下げた時の水中投入時、浚渫時、揚泥時等は水流攪拌により、汚濁水を該凝集剤充填体7に接触・攪拌させ、汚濁物質を上記溶出可能の該凝集剤により凝集させるが、該グラブバケット6は常に水中に有る訳でなく、該凝集剤充填体7の溶出時間が少ない為、凝集が悪くなり、カーテン膜部5の丈が水深より短かい場合は、未凝集な汚濁拡散物質が、揚泥時に該カーテン膜部5下から汚濁が拡散してしまうことを意味するものである。
Next, the present invention will be described with reference to the drawings, but the present invention is not limited to the following description.
FIG. 1 is a perspective view showing a dredger in which a
図2は、浚渫・掘削の行われる工事前にダイバー8が潜り、水底9に凝集剤10を散布するものである。該水底9に凝集剤10を散布することにより、時間と共に凝集剤10は水を吸収しジェル状になり、底流で飛散・拡散しないで、凝集作用が促進され、汚濁物質と凝集剤が高濃度で接触する事により、確実な凝集をさせることができる。
In FIG. 2, the diver 8 dive before the dredging / excavation work, and the
本発明の該凝集剤10を散布する方法としては、浚渫・掘削の行われる工事前に該ダイバー8が潜り、該凝集剤10の1個の大きさにもよるが、該凝集剤10を縦横方向に1m程度間隔をあけて配置することが望ましいが、作業工程上或いは、現況状況によっては、水上または水中から100m2当たり100個程度散布しても良い。
As a method for spraying the
図3は、該凝集剤10を散布した該水底9を、該グラブ式浚渫船1に、該凝集剤充填体7を取り付けた該グラブバケット6を水中に下げて浚渫するものである。該グラブバケット6が該水底9で該凝集剤10と浚渫土砂を掴み、汚濁物質と凝集剤が高濃度で接触する事により、確実な凝集が出来る。汚濁物質と該凝集剤10が接触する事により、出来た凝集粒子は沈降し再び汚濁物質に接触凝集され、水中濁水の清澄化を図り、水中透明度を増すことができる。
FIG. 3 shows the
また本発明は浚渫・掘削の行われる工事前に、該水底9に該凝集剤10を据えて、該グラブバケット6によって浚渫したことにより発生する浚渫時の機械的な衝撃による汚濁拡散を瞬時の再接触凝集により小範囲にとどめるだけでなく、浚渫土砂の排出濁水の沈降分離水も清澄化が図れる。
In addition, the present invention instantly prevents the diffusion of pollution caused by mechanical impacts caused by dredging by placing the
該グラブバケット6によって浚渫した土砂は、該グラブ式浚渫船1と併設された土運船2に移される。該土運船2には、浚渫土砂の他に、大量の排出濁水を蓄えており、前述固・液分離水の清澄化が図れた沈降分離水は、該グラブ枠3内に戻すことにより、該土運船2にさらに泥土の積み込み量を多くして浚渫土砂を蓄える事ができる為に、該土運船2の貯泥量が増したことによる作業効率を高める事ができる。
The earth and sand dredged by the
更に図3に示すように該グラブバケット6に該凝集剤充填体7を取り付けたことで、該グラブ枠1内の拡散汚濁物質は該グラブバケット6の水中投入時、浚渫時、揚泥時等の水流攪拌により、凝集沈殿し、水中の透明化が図れる。
Further, as shown in FIG. 3, by attaching the flocculant filler 7 to the
本発明の該凝集剤10は、固形凝集剤・粉末凝集剤等が良いが、固形凝集剤は粉末や液体の凝集剤と異なり、遅延溶解性で凝集剤のライフが永くとれるので、あらかじめ浚渫予定の底泥土上に据えておけば、浚渫時には周辺に高濃度で泥土と混ざり合っており、浚渫時の撹拌汚濁の拡散も防止できる、その粒子は、新たな泥土により、再凝集効果があり、さらなる拡散防止となるので最適である。 The flocculant 10 of the present invention is preferably a solid flocculant, a powder flocculant, etc. However, unlike a powder or liquid flocculant, the solid flocculant has a delayed solubility and a long flocculant life. If it is placed on the bottom mud of the soil, it is mixed with mud at a high concentration in the surroundings at dredging, and the diffusion of stirring pollution at dredging can also be prevented. It is optimal because it prevents further diffusion.
本発明の用途としては、事前に該水底9に該凝集剤10を散布することにより、災害水域やダム等の水深下の懸濁水中の透視度を高める事も好適である。
As an application of the present invention, it is also preferable to increase the visibility of suspended water under water depth such as disaster water areas and dams by spreading the
1・・・・グラブ式浚渫船
2・・・・土運船
3・・・・グラブ枠
4・・・・フロート部
5・・・・カーテン部
6・・・・グラブバケット
7・・・・凝集剤充填体
8・・・・ダイバー
9・・・・水底
10・・・凝集剤
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015212486A (en) * | 2014-05-02 | 2015-11-26 | 日本ソリッド株式会社 | Dredging/soil throwing-away method |
WO2019187169A1 (en) * | 2018-03-27 | 2019-10-03 | 正佳 近藤 | Vacuum consolidation dredging method, tower air-tight loading caisson, and dedicated work ship |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5586505A (en) * | 1978-12-26 | 1980-06-30 | Nippon Ii B Kk | Treatment of suspension |
JPS60261837A (en) * | 1984-06-06 | 1985-12-25 | Nippon Solid Co Ltd | Method of separating floatable substance in water area |
JP2006247504A (en) * | 2005-03-10 | 2006-09-21 | Maeda Corp | In-situ coagulation device of floating sludge |
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2011
- 2011-07-14 JP JP2011156063A patent/JP6308512B2/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5586505A (en) * | 1978-12-26 | 1980-06-30 | Nippon Ii B Kk | Treatment of suspension |
JPS60261837A (en) * | 1984-06-06 | 1985-12-25 | Nippon Solid Co Ltd | Method of separating floatable substance in water area |
JP2006247504A (en) * | 2005-03-10 | 2006-09-21 | Maeda Corp | In-situ coagulation device of floating sludge |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015212486A (en) * | 2014-05-02 | 2015-11-26 | 日本ソリッド株式会社 | Dredging/soil throwing-away method |
WO2019187169A1 (en) * | 2018-03-27 | 2019-10-03 | 正佳 近藤 | Vacuum consolidation dredging method, tower air-tight loading caisson, and dedicated work ship |
WO2019187174A1 (en) * | 2018-03-27 | 2019-10-03 | 正佳 近藤 | Vacuum consolidation dredging method, tower air-tight loading caisson, and dedicated work ship |
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