JPH08128068A - Treatment system of dredged mud - Google Patents
Treatment system of dredged mudInfo
- Publication number
- JPH08128068A JPH08128068A JP6265034A JP26503494A JPH08128068A JP H08128068 A JPH08128068 A JP H08128068A JP 6265034 A JP6265034 A JP 6265034A JP 26503494 A JP26503494 A JP 26503494A JP H08128068 A JPH08128068 A JP H08128068A
- Authority
- JP
- Japan
- Prior art keywords
- mud
- dredged
- dredged mud
- tank
- treatment system
- 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.)
- Granted
Links
- 239000002002 slurry Substances 0.000 claims abstract description 15
- 239000000701 coagulant Substances 0.000 claims abstract description 6
- 238000003756 stirring Methods 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 238000004062 sedimentation Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 5
- 230000001112 coagulating effect Effects 0.000 abstract description 4
- 235000019645 odor Nutrition 0.000 description 9
- 208000005156 Dehydration Diseases 0.000 description 7
- 230000018044 dehydration Effects 0.000 description 7
- 238000006297 dehydration reaction Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 7
- 238000005345 coagulation Methods 0.000 description 6
- 230000015271 coagulation Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 6
- 239000002781 deodorant agent Substances 0.000 description 5
- 239000010802 sludge Substances 0.000 description 4
- 238000010828 elution Methods 0.000 description 3
- 239000003112 inhibitor Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 2
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 2
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 2
- 235000011116 calcium hydroxide Nutrition 0.000 description 2
- 239000000920 calcium hydroxide Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910021645 metal ion Inorganic materials 0.000 description 2
- 235000006506 Brasenia schreberi Nutrition 0.000 description 1
- 244000267222 Brasenia schreberi Species 0.000 description 1
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 1
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 1
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 1
- 230000002378 acidificating effect Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 231100000676 disease causative agent Toxicity 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000003480 eluent Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 244000144992 flock Species 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- WPBNNNQJVZRUHP-UHFFFAOYSA-L manganese(2+);methyl n-[[2-(methoxycarbonylcarbamothioylamino)phenyl]carbamothioyl]carbamate;n-[2-(sulfidocarbothioylamino)ethyl]carbamodithioate Chemical compound [Mn+2].[S-]C(=S)NCCNC([S-])=S.COC(=O)NC(=S)NC1=CC=CC=C1NC(=S)NC(=O)OC WPBNNNQJVZRUHP-UHFFFAOYSA-L 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000009257 reactivity Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229910052717 sulfur Inorganic materials 0.000 description 1
- 239000011593 sulfur Substances 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、浚渫泥土の処理シス
テムに関し、特に、浚渫ヘドロ等の軟弱な泥土の処理シ
ステムに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a treatment system for dredged mud, and more particularly to a treatment system for soft mud such as dredged sludge.
【0002】[0002]
【従来の技術】海底面に堆積したヘドロ等の軟弱な泥土
は、水分を多量に含むとともに、この水分と泥土分を分
離することが容易ではない。したがって、このような軟
弱化した泥土を浚渫したとしても、これをそのままの状
態で埋立土砂等の土木工事用の材料として利用するこ
と、あるいは投棄することが困難なため、多量の泥土を
天日乾燥したり埋立地に集積してバーチカルドレーンを
打ち込むこと等により脱水処理した後に、投棄あるいは
埋立土砂等として再利用する方法が採用されている。2. Description of the Related Art Soft mud such as sludge deposited on the sea bottom contains a large amount of water, and it is not easy to separate the water from the mud. Therefore, even if such softened mud is dredged, it is difficult to use it as it is as a material for civil engineering work such as landfill, or to discard it. A method is adopted in which it is dried or accumulated in landfills, dehydrated by driving vertical drains, and then reused as dumped or landfill.
【0003】また、かかる浚渫泥土の処理方法として、
上述の天日乾燥等によるもののほか、従来より公知の、
泥水シールド工法や地中連続壁工法等の施工現場におい
て用いられている、泥水の処理施設としての機械式の脱
水装置を用いる方法が考えられるが、単にこの装置によ
って多量の浚渫土砂を処理するには、例えば浚渫工事現
場の近傍の陸地に広大な凝集沈殿池を設け、この凝集沈
殿池に例えばポンプ式浚渫船から多量の浚渫泥土を給送
投入し、この凝集沈殿池において浚渫泥土と余剰の水を
分離した後、高濃度となった浚渫泥土を凝集剤とともに
スラリー槽に給送して泥土分を撹拌沈降させ、沈降した
泥土分を上記機械式の脱水装置によって脱水処理すると
いう作業工程を採る必要がある。Further, as a method of treating such dredged mud,
In addition to the above-mentioned sun drying, etc., conventionally known,
A method of using a mechanical dewatering device as a muddy water treatment facility, which is used in construction sites such as muddy water shield construction method and underground continuous wall construction method, can be considered, but it is necessary to simply treat a large amount of dredged sand with this equipment. For example, a vast coagulation sedimentation basin is set up on land near the dredging construction site, and a large amount of dredged mud is fed into this coagulation sedimentation basin from, for example, a pump-type dredger. After the separation, the high-concentration dredged mud is fed to the slurry tank together with the flocculant to stir and settle the mud, and the sedimented mud is dehydrated by the mechanical dehydrator. There is a need.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、上記従
来技術から考えられる機械式の脱水装置による浚渫泥土
の処理方法では、浚渫現場の近傍の陸地に余水処理のた
めの広大な面積の凝集沈澱池を必要とするため、その敷
地の確保が困難であるという問題があった。However, in the method for treating the dredged mud soil by the mechanical dewatering device considered from the above-mentioned prior art, in the land near the dredging site, a cohesive sedimentation basin with a vast area for spillage treatment is provided. However, there is a problem that it is difficult to secure the site.
【0005】また、広大な面積の凝集沈澱池は、その上
方が開放されているため、浚渫泥土が例えばヘドロ中の
有害成分によって悪臭を放つこと等によりにより、周囲
の環境に悪影響をおよぼす惧れがあるという問題があっ
た。Further, since a large area of the coagulation sedimentation basin is open above, dredged mud may give off a bad odor due to harmful components in the sludge, for example, which may adversely affect the surrounding environment. There was a problem that there is.
【0006】そこで、この発明は上記問題点に着目して
なされたもので、凝集沈澱池のための広大な敷地を必要
とすることなく、かつ浚渫土砂が悪臭を放ちやすいもの
である場合でも、その臭気の拡散を容易に防止すること
のできる、機械式の脱水装置を用いた浚渫泥土の処理シ
ステムを提供することを目的とする。Therefore, the present invention has been made in view of the above problems, and does not require a vast site for the coagulating sedimentation pond, and even if the dredged sand is apt to give off a bad odor, An object of the present invention is to provide a treatment system for dredged mud using a mechanical dewatering device, which can easily prevent the diffusion of the odor.
【0007】[0007]
【課題を解決するための手段】この発明は、上記目的を
達成するためになされたもので、その要旨は、浚渫船か
ら給送される浚渫泥土を貯留してこの浚渫泥土の量及び
濃度を管理するための貯泥槽と、該貯泥槽から送られる
浚渫泥土を凝集剤とともに撹拌して泥土分を濃縮沈降さ
せるスラリー槽と、該濃縮沈降した泥土分を脱水処理す
る脱水処理装置とからなることを特徴とする浚渫泥土の
処理システムにある。The present invention has been made to achieve the above object, and its gist is to store the dredged mud fed from a dredging ship and manage the amount and concentration of the dredged mud. And a slurry tank for agitating the dredged mud sent from the mud tank with a flocculant to concentrate and settle the mud content, and a dehydration treatment device for dewatering the concentrated and sedimented mud content. It is a treatment system for dredged mud characterized by the fact that
【0008】[0008]
【作用】そして、この発明の浚渫泥土の処理システムに
よれば、近年、高濃度浚渫船と呼ばれる、高濃度かつ安
定した濃度で浚渫泥土を給送することのできる機能を備
えたポンプ式の浚渫船が普及しているため、例えばこの
ような浚渫船を用いることにより、余水の吸込みを極力
抑えた、高濃度の浚渫泥土を容易に貯泥槽に給送するこ
とができるとともに、給送される浚渫泥土は余水を除か
れてその容積を減少することにより、凝集沈殿池等の大
規模な収容空間を要することなく、密閉空間としての貯
泥槽に容易に給送貯留されることになる。According to the dredged mud treatment system of the present invention, in recent years, a pump-type dredger called a high-concentration dredging vessel having a function capable of feeding the dredged mud at a high and stable concentration is provided. Since it is widespread, for example, by using such a dredging ship, it is possible to easily feed highly concentrated dredged mud with minimal intake of spilled water to the mud storage tank, and also to send dredging. By removing excess water and reducing the volume of the mud, the mud can be easily fed and stored in the mud tank as a closed space without requiring a large-scale storage space such as a coagulation sedimentation basin.
【0009】また、浚渫船から給送された浚渫泥土は、
密閉空間としての貯泥槽に収容されることにより、以後
のスラリー槽における凝集処理及び脱水処理装置におけ
る脱水処理の作業を、いわゆる一連の密閉回路内で行な
うことができ、これによって浚渫泥土からの臭気の発散
を容易に防止することができるとともに、消臭剤や溶出
制御材等の混合による浚渫泥土の無害化をも容易に図る
ことができる。The dredged mud sent from the dredger is
By being stored in the mud storage tank as a closed space, the subsequent coagulation processing in the slurry tank and the dehydration processing in the dehydration processing apparatus can be performed in a so-called series of closed circuits, which enables the operation from the dredged mud soil. It is possible to easily prevent the emission of odors, and it is also possible to easily make the dredged mud soil harmless by mixing the deodorant and the elution control material.
【0010】[0010]
【実施例】以下、この発明の一実施例を添付図面を参照
しつつ詳細に説明する。図1はこの実施例にかかる浚渫
泥土の処理システム3の全体構成の概略を示す説明図で
ある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the accompanying drawings. FIG. 1 is an explanatory diagram showing an outline of the overall configuration of a dredged mud treatment system 3 according to this embodiment.
【0011】すなわち、この実施例の処理システム3
は、主として、浚渫船1から給送される高濃度の浚渫泥
土を貯留してこの浚渫泥土の量及び濃度を管理するため
の貯泥槽4と、この貯泥槽4から送られる浚渫泥土を凝
集剤とともに撹拌して泥土分を凝集沈降させるスラリー
槽7と、このスラリー槽7において凝集沈降された泥土
分を脱水処理する脱水処理装置10とによって構成され
ている。That is, the processing system 3 of this embodiment
Is mainly used to store high-concentration dredged mud sent from the dredger 1 and manage the amount and concentration of this dredged mud, and to agglomerate the dredged mud sent from this mud tank 4. The slurry tank 7 is configured to stir together with the agent to coagulate and settle the mud content, and the dewatering apparatus 10 to dehydrate the coagulated and settled mud content in the slurry tank 7.
【0012】浚渫船1は、例えばいわゆる高濃度浚渫船
と呼ばれるもので、多量の水分を含んで泥濘化したヘド
ロ等の浚渫泥土を、余水の吸込みを極力抑えながら高濃
度で浚渫し、ポンプ圧送等により送泥パイプ2を介し
て、海域内の浚渫現場E1からこの浚渫現場E1の近傍
の陸上Eに設けた処理システム3に給送する機能を備え
ている。The dredger 1 is, for example, a so-called high-concentration dredger, which dredges dredged mud such as sludge containing a large amount of water at a high concentration while suppressing intake of excess water, and pumps it. Thus, it has a function of feeding from the dredging site E1 in the sea area to the processing system 3 provided on the land E near the dredging site E1 through the mud transport pipe 2.
【0013】そして、浚渫船1から送られる高濃度化の
浚渫泥土は、処理システム3において、まず貯泥槽4に
貯留される。すなわち、貯泥槽4は、密閉式のタンク本
体4aと、このタンク本体4a内部に設けた撹拌翼4c
を駆動するための駆動装置4b等を備えるとともに、臭
気を逃すことなく浚渫泥土を収容してこれの貯泥量及び
濃度を管理する機能を備えるものである。すなわち、こ
の濃度を管理するには、シールド現場などでも用いられ
ている比重を計測して自動的に濃度を測定する装置を使
用し、濃度を定期的に測定して浚渫船に指示を与え、濃
度の安定化を図るとともに、濃度に応じた凝集剤量を自
動的に添加する。The highly concentrated dredged mud sent from the dredger 1 is first stored in the mud tank 4 in the treatment system 3. That is, the mud storage tank 4 includes a closed tank body 4a and a stirring blade 4c provided inside the tank body 4a.
In addition to having a drive device 4b for driving the, and the like, it has a function of accommodating the dredged mud without managing the odor and managing the amount and concentration of the stored mud. In other words, in order to control this concentration, use a device that measures the specific gravity, which is also used at shield sites and automatically measures the concentration, periodically measures the concentration, gives instructions to the dredger, The amount of flocculant is automatically added according to the concentration.
【0014】なお、この貯泥槽4のタンク本体4aの容
量は、高濃度化して給送される浚渫泥土の量すなわち浚
渫船1の浚渫能力に応じて設定されるが、貯泥すべき浚
渫泥土は余水の吸込みを極力押さえながら高濃度で供給
するため、経済的に採算の合う大きさの密閉構造物とし
ての貯泥槽4を構築することができる。また、貯泥槽4
は浚渫船1の浚渫能力に応じて複数設置することもでき
る。The capacity of the tank body 4a of the mud storage tank 4 is set in accordance with the amount of dredged mud soil to be fed with a high concentration, that is, the dredging capacity of the dredger 1, but the dredged mud soil to be stored is Supplies a high concentration while suppressing the suction of extra water as much as possible, so that it is possible to construct the mud storage tank 4 as a closed structure having a size that is economically viable. Also, the mud tank 4
A plurality of can be installed according to the dredging capability of the dredger 1.
【0015】そして、貯泥槽4において一時貯泥され、
濃度が管理された浚渫泥土は、次にタンク本体4aの下
部から送泥管5を介してポンプ6によりスラリー槽7に
移し換えられる。ここで、スラリー槽7は貯泥槽4と同
じく密閉式のタンク本体7aと、このタンク本体7aの
内部に設けた撹拌翼7cを駆動するための駆動装置4b
等を備えるものである。そして、これの内部に移し換え
られる浚渫泥土には、送泥管5の途中であるいは貯泥槽
4において凝集剤が添加され、撹拌翼7cにより撹拌混
合されて浚渫泥土の泥土分がフロック化するとともにス
ラリー槽の底部に凝集沈降する。また、浚渫泥土には、
凝集剤とともに、消臭剤や有害な金属イオンを除去する
ための溶出抑制剤が添加され、これらによって浚渫泥土
の無害化等を図ることもできる。なお、スラリー槽7
は、貯泥槽4と同様に、必要に応じて複数設けておくこ
とが望ましい。Then, the mud is temporarily stored in the mud tank 4,
The dredged mud whose concentration is controlled is then transferred from the lower part of the tank body 4a to the slurry tank 7 by the pump 6 via the mud feed pipe 5. Here, the slurry tank 7 is a hermetically sealed tank main body 7a similar to the mud storage tank 4, and a drive device 4b for driving a stirring blade 7c provided inside the tank main body 7a.
And so on. Then, a coagulant is added to the dredged mud transferred to the inside of the mud transfer pipe 5 or in the mud storage tank 4, and is agitated and mixed by the agitating blades 7c to make the mud content of the dredged mud flock. At the same time, they are aggregated and settled at the bottom of the slurry tank. In addition, in the dredged mud,
In addition to the flocculant, a deodorant and an elution inhibitor for removing harmful metal ions are added, and these can be used to make the dredged mud soil harmless. The slurry tank 7
As with the mud storage tank 4, it is desirable to provide a plurality of them as needed.
【0016】ここで、浚渫泥土に添加される凝集剤は、
凝集剤として公知の各種のものを用いることができる
が、好ましくは、例えばPAC(ポリ塩化アルミニウ
ム)あるいは硫酸アルミニウム(硫酸バンド)を水に溶
解あるいは懸濁した10%溶液を泥土中の固形物1tに
対し10〜80kg添加することが望ましく、かかる凝
集剤の添加によれば、泥水中の微粒子は二次凝集して大
きな粒子となり、泥土の沈降を促進する。Here, the coagulant added to the dredged mud is
Various known flocculants can be used, but preferably, for example, a 10% solution obtained by dissolving or suspending PAC (polyaluminum chloride) or aluminum sulfate (sulfuric acid band) in water is used as a solid matter 1t in mud. However, it is desirable to add 10 to 80 kg. When such a coagulant is added, the fine particles in the mud water are secondarily coagulated into large particles, which promotes the sedimentation of the mud.
【0017】また、浚渫泥土に添加される消臭剤もま
た、各種の公知の消臭剤を用いることができるが、好ま
しくは、例えば臭気の原因物質が弱酸性の硫化水素であ
る場合には、pHをアルカリ性にすると揮発成分を除去
できるため、例えばセメントや消石灰を添加する。ま
た、添加量はpH計等により浚渫泥土の性質を判断する
ことで決定される。また、浚渫泥土をアルカリ性とした
くない場合には、過酸化水素水を添加し硫黄分を酸化す
ることで消臭を行なうことができる。As the deodorant added to the dredged mud, various known deodorants can be used, but preferably, for example, when the causative agent of odor is weakly acidic hydrogen sulfide. Since volatile components can be removed by making the pH alkaline, cement or slaked lime is added, for example. The addition amount is determined by judging the properties of the dredged mud with a pH meter or the like. When the dredged mud is not desired to be alkaline, it can be deodorized by adding hydrogen peroxide solution to oxidize the sulfur content.
【0018】さらに、浚渫泥土に添加される溶出抑制剤
としては、溶出する金属イオンによって異なる各種のも
のを用いることができるが、例えば鉄,マンガン等に対
しては、消石灰スラリー等が効果的である。Further, as the elution inhibitor added to the dredged mud, various kinds of eluents which differ depending on the metal ions to be eluted can be used. For example, for iron, manganese, etc., slaked lime slurry is effective. is there.
【0019】なお、凝集剤および消臭剤,溶出抑制剤は
液性やそれぞれの薬剤の反応性などに応じて相互に影響
し合うため、複数のものを同時に使用する場合には、成
分の選定や、添加順序等に注意が必要である。Since the coagulant, deodorant, and dissolution inhibitor interact with each other depending on the liquidity and the reactivity of each drug, when a plurality of substances are used at the same time, the components should be selected. It is also necessary to pay attention to the order of addition.
【0020】そして、スラリー槽7において、凝集沈降
した浚渫泥土の泥土分は、静置した後に、タンク本体7
aの下部から送泥管8を介してポンプ9により機械式の
脱水処理装置10に移送される。また、タンク本体7a
の上部に生じた上澄水は余水として海に環流される。Then, in the slurry tank 7, the mud content of the dredged mud coagulated and settled is allowed to stand and then the tank body 7
A pump 9 is transferred from a lower part of a through a mud pipe 8 to a mechanical dewatering apparatus 10. Also, the tank body 7a
The clear water generated in the upper part of the river is returned to the sea as extra water.
【0021】脱水処理装置10は、シールド工法,連続
地中壁工法などで排出された泥水の処理に用いられるロ
ールプレス,フィルタプレス等の公知のもので、濾過装
置、および遠心分離機等を複合した装置が用いられ、こ
の装置内で濾過および脱水処理された処理土Aは脱水装
置10の下部に順次排出され、ここに位置するベルトコ
ンベア10aにより排出位置[11]まで搬送され、こ
こに集積されるとともに、埋立て現場や投棄施設に向け
て適宜搬出される。The dehydration treatment apparatus 10 is a known one such as a roll press or a filter press used for treating the muddy water discharged by the shield construction method, the continuous underground wall construction method or the like, and is a combination of a filtration apparatus and a centrifuge. The treated soil A that has been filtered and dehydrated in this device is sequentially discharged to the lower part of the dehydrator 10, and is conveyed to the discharge position [11] by the belt conveyor 10a located there and accumulated there. At the same time, it is carried out to the landfill site and the dump facility.
【0022】すなわち、この実施例の浚渫泥土の処理シ
ステム3によれば、浚渫船1から給送される浚渫泥土
は、凝集沈殿池等の大規模な収容空間を要することな
く、余水の吸込みを極力抑えられた高濃度の状態で、密
閉空間としての貯泥槽4に貯泥されるとともに、浚渫船
から給送された浚渫泥土は、脱水処理装置における脱水
処理までの一連の作業を、密閉回路内で行なうことがで
き、これによって浚渫泥土からの臭気の発散等による周
囲の環境の悪化を容易に防止することができる。That is, according to the dredged mud treatment system 3 of this embodiment, the dredged mud fed from the dredging ship 1 does not require a large-scale storage space such as a coagulation sedimentation basin or the like to suck in residual water. The dredged mud that was stored in the mud tank 4 as a closed space in a highly concentrated state that was suppressed as much as possible and that was fed from the dredging ship was subjected to a series of operations up to the dehydration treatment in the dehydration treatment equipment in a closed circuit. It is possible to prevent the deterioration of the surrounding environment due to the emission of odor from the dredged mud and the like.
【0023】[0023]
【発明の効果】以上詳細に説明したように、この発明の
浚渫泥土の処理システムは、浚渫船から給送される浚渫
泥土を貯留する貯泥槽と、この貯泥槽から送られる浚渫
泥土を凝集剤とともに撹拌して泥土分を凝集沈降させる
スラリー槽と、この凝集沈降した泥土分を脱水処理する
脱水処理装置とからなり、凝集沈澱池のための広大な敷
地を必要とすることなく、かつ浚渫土砂が悪臭を放ちや
すいものである場合でも、その臭気の拡散を容易に防止
しつつ、機械式の脱水装置を用いて容易に浚渫泥土の処
理を行なうことができる。As described in detail above, the treatment system for dredged mud according to the present invention aggregates the dredged mud sent from the dredger and the storage tank for storing the dredged mud fed from the dredger. It is composed of a slurry tank that agitates with the agent to coagulate and settle the mud, and a dewatering device that dehydrates the coagulated and sedimented mud, without the need for a vast site for the coagulating sedimentation pond and dredging. Even if the earth and sand easily emits a bad odor, it is possible to easily treat the dredged mud using a mechanical dewatering device while easily preventing the odor from diffusing.
【図1】この発明の一実施例にかかる浚渫泥土の処理シ
ステムの全体構成を示す説明図である。FIG. 1 is an explanatory diagram showing an overall configuration of a dredged mud treatment system according to an embodiment of the present invention.
1 浚渫船 3 浚渫泥土の処理システム 4 貯泥槽 7 スラリー槽 10 脱水処理装置 1 Dredger 3 Dredging Mud Treatment System 4 Mud Storage Tank 7 Slurry Tank 10 Dehydration Treatment Equipment
Claims (1)
てこの浚渫泥土の量及び濃度を管理するための貯泥槽
と、該貯泥槽から送られる浚渫泥土を凝集剤とともに撹
拌して泥土分を濃縮沈降させるスラリー槽と、該濃縮沈
降した泥土分を脱水処理する脱水処理装置とからなるこ
とを特徴とする浚渫泥土の処理システム。1. A mud tank for storing the dredged mud sent from a dredging ship to control the amount and concentration of the dredged mud, and stirring the dredged mud sent from the mud tank with a coagulant. A treatment system for dredged mud, comprising a slurry tank for concentrating and settling mud and a dewatering device for dewatering the concentrated and settling mud.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6265034A JP2850772B2 (en) | 1994-10-28 | 1994-10-28 | Dredging mud treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6265034A JP2850772B2 (en) | 1994-10-28 | 1994-10-28 | Dredging mud treatment system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08128068A true JPH08128068A (en) | 1996-05-21 |
| JP2850772B2 JP2850772B2 (en) | 1999-01-27 |
Family
ID=17411674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6265034A Expired - Fee Related JP2850772B2 (en) | 1994-10-28 | 1994-10-28 | Dredging mud treatment system |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2850772B2 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100457383B1 (en) * | 2002-03-14 | 2004-11-16 | 김남천 | Accumulation matter processing method and system for water purification of lake and reservoir |
| JP2007289866A (en) * | 2006-04-25 | 2007-11-08 | Tokuyama Corp | Submarine dredging treatment method |
| KR101249452B1 (en) * | 2011-08-03 | 2013-04-09 | 심종빈 | Dust disposal method using barge for docking |
| KR101283394B1 (en) * | 2011-07-27 | 2013-07-08 | 최인환 | A dredging method including spim-dry and precipition for Vacuum tanck |
| CN103979779A (en) * | 2013-07-18 | 2014-08-13 | 俞元洪 | Rapid dewatering and curing system for sludge |
| KR101535076B1 (en) * | 2014-12-03 | 2015-07-09 | 한국수자원공사 | Solid-liquid separation type wastewater treatment device |
| CN115075323A (en) * | 2022-06-30 | 2022-09-20 | 南京信息工程大学 | Be applied to categorised cleaning device of high-efficient silt of lake water |
| CN115717414A (en) * | 2022-11-21 | 2023-02-28 | 廊坊市水利规划发展研究中心 | River and lake sludge dewatering and solidifying treatment device and treatment process |
-
1994
- 1994-10-28 JP JP6265034A patent/JP2850772B2/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100457383B1 (en) * | 2002-03-14 | 2004-11-16 | 김남천 | Accumulation matter processing method and system for water purification of lake and reservoir |
| JP2007289866A (en) * | 2006-04-25 | 2007-11-08 | Tokuyama Corp | Submarine dredging treatment method |
| KR101283394B1 (en) * | 2011-07-27 | 2013-07-08 | 최인환 | A dredging method including spim-dry and precipition for Vacuum tanck |
| KR101249452B1 (en) * | 2011-08-03 | 2013-04-09 | 심종빈 | Dust disposal method using barge for docking |
| CN103979779A (en) * | 2013-07-18 | 2014-08-13 | 俞元洪 | Rapid dewatering and curing system for sludge |
| KR101535076B1 (en) * | 2014-12-03 | 2015-07-09 | 한국수자원공사 | Solid-liquid separation type wastewater treatment device |
| CN115075323A (en) * | 2022-06-30 | 2022-09-20 | 南京信息工程大学 | Be applied to categorised cleaning device of high-efficient silt of lake water |
| CN115717414A (en) * | 2022-11-21 | 2023-02-28 | 廊坊市水利规划发展研究中心 | River and lake sludge dewatering and solidifying treatment device and treatment process |
| CN115717414B (en) * | 2022-11-21 | 2024-01-30 | 廊坊市水利规划发展研究中心 | River and lake sludge dewatering and solidifying treatment device and treatment process |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2850772B2 (en) | 1999-01-27 |
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