JP2021013881A - Turbid water treatment device and turbid water treatment method - Google Patents
Turbid water treatment device and turbid water treatment method Download PDFInfo
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Abstract
【課題】沈降分離と浮上分離を併せ持ったコンパクトな処理装置にすることで、原水(濁水)の前処理が不要になり、狭小な設置場所でも稼働させることができ、しかも濁水の性状に応じて沈降分離と浮上分離の処理の順番を変えて、分離処理を円滑に行う。【解決手段】原水(濁水)をスラリーと沈降処理水とに分離する筒形状の沈降分離槽2と、沈降分離槽2の外周に多重筒形状に設けられた、底部に沈降処理水を排出する沈降処理水排水口13を有する、該沈降分離槽2の上縁から溢流した沈降分離後の処理水を一時的に貯留する貯留調整槽12と、原水(濁水)又は処理水をスカムと浮上処理水とに分離する浮上分離槽3と、原水(濁水)又は処理水をセンターウェル部7へ輸送する、沈降分離槽用輸送管8と、貯留調整槽12から沈降処理水を前記浮上分離槽3へ輸送する、浮上分離槽用輸送管14と、を備えた。【選択図】図1PROBLEM TO BE SOLVED: To make a compact treatment apparatus having both sedimentation separation and floating separation, pretreatment of raw water (turbid water) becomes unnecessary, it can be operated even in a narrow installation place, and it can be operated according to the properties of turbid water. The separation process is smoothly performed by changing the order of the sedimentation separation process and the levitation separation process. SOLUTION: A tubular settling separation tank 2 for separating raw water (turbid water) into a slurry and settling treated water, and a multi-cylindrical settling treated water provided on the outer periphery of the settling separation tank 2 are discharged to the bottom. A storage adjustment tank 12 having a sedimentation treated water drain port 13 for temporarily storing the treated water after sedimentation separation overflowing from the upper edge of the sedimentation separation tank 2, and raw water (turbid water) or treated water floated as a scum. The floating separation tank 3 that separates into the treated water, the transport pipe 8 for the sedimentation separation tank that transports the raw water (turbid water) or the treated water to the center well portion 7, and the sedimentation treatment water from the storage adjustment tank 12 are the floating separation tank. A transport pipe 14 for a floating separation tank for transporting to No. 3 was provided. [Selection diagram] Fig. 1
Description
本発明は、建設工事等で生じる濁水を清浄に処理する技術に係り、特に濁水について沈降処理と浮上処理をコンパクトな装置で行うことができる濁水処理装置及びその処理方法に関する。 The present invention relates to a technique for purifying turbid water generated in construction work and the like, and particularly relates to a turbid water treatment apparatus capable of performing sedimentation treatment and levitation treatment on turbid water with a compact apparatus and a treatment method thereof.
建設工事ではほぼ例外なく濁水が排出される。排出される濁水については、水質汚濁防止法ならびに各都道府県が設ける条例が定める基準を遵守することが必要である。水質汚濁防止法や条例による濁水の規制により厳しく規制されている。 Muddy water is discharged almost without exception in construction work. Regarding the discharged turbid water, it is necessary to comply with the standards set by the Water Pollution Control Law and the ordinances established by each prefecture. It is strictly regulated by the Water Pollution Control Law and regulations on turbid water.
従来では濁水等を処理する際に、凝集沈降処理設備(装置)と、浮上処理設備(装置)の2段階の処理設備(装置)を用いていた。凝集沈降処理(装置)は、建設工事で排出される濁水を原水槽に一旦貯留する。ここから凝集沈降装置に移送して、ここで濁水中の懸濁する固体粒子を重力沈降により液体から分離して濁水を浄化する。原水槽から凝集沈降装置に移送する途中に、無機凝集剤、有機凝集剤、炭酸ガス等が混合される。このとき急速混合器が利用される。 Conventionally, when treating turbid water or the like, a two-stage treatment facility (equipment) of a coagulation sedimentation treatment facility (device) and a levitation treatment facility (device) has been used. The coagulation sedimentation treatment (equipment) temporarily stores the turbid water discharged during construction work in the raw water tank. From here, it is transferred to a coagulation sedimentation device, where solid particles suspended in turbid water are separated from the liquid by gravity sedimentation to purify the turbid water. Inorganic coagulant, organic coagulant, carbon dioxide gas and the like are mixed during the transfer from the raw water tank to the coagulation sedimentation device. At this time, a rapid mixer is used.
このように凝集剤を混合した原水を凝集沈降装置に入れて汚泥と分離水に沈降分離する。この分離水は後処理をして公共水域に放流する。
沈降した汚泥は、凝集沈降装置の下部のスクリュウコンベア等で排出される。この排出された汚泥は、濃縮装置で濃縮してケーキとする。このときに発生したろ過水は排水ピットに一旦貯留し、その後原水槽に移送される。
The raw water mixed with the coagulant in this way is placed in a coagulation sedimentation device and settled and separated into sludge and separated water. This separated water is post-treated and discharged into public water bodies.
The settled sludge is discharged by a screw conveyor or the like below the coagulation settling device. This discharged sludge is concentrated with a concentrator to make a cake. The filtered water generated at this time is temporarily stored in the drainage pit and then transferred to the raw water tank.
一方、浮上処理(装置)は、先ず、原水(濁水)を、原水槽に流入させて貯留する。原水(濁水)を均一にするために、原水調整槽に移す。この原水調整槽は必須の設備(装置)ではない。この次に、条件槽で薬品を投入してこの調査した原水(濁水)を浮上分離槽に投入する。この浮上分離槽では、濁水中の浮遊物質に微細な気泡を付着させて浮遊物質の見かけの比重を小さくして浮遊物質は水面に浮かし、スカムとして排出する。一方、原水(濁水)中の沈降した汚泥は、スラリーとして排出する。浮上分離槽において処理された、浮上処理水は中和槽に移送されて、pH調整して処理水として放流される。 On the other hand, in the levitation treatment (device), first, raw water (turbid water) is made to flow into the raw water tank and stored. Transfer to a raw water adjustment tank to make the raw water (turbid water) uniform. This raw water adjustment tank is not an essential facility (equipment). Next, chemicals are charged in the condition tank, and the surveyed raw water (turbid water) is charged into the floating separation tank. In this floating separation tank, fine bubbles are attached to suspended solids in turbid water to reduce the apparent specific gravity of the suspended solids, and the suspended solids float on the water surface and are discharged as scum. On the other hand, the settled sludge in raw water (turbid water) is discharged as a slurry. The levitation treated water treated in the levitation separation tank is transferred to a neutralization tank, adjusted in pH, and discharged as treated water.
このように濁水を処理する技術は多数提案されている。例えば、特許文献1の特開2008−119563号「濁水処理装置」には、可搬式の架台に、原水槽と、緩速攪拌槽と、前記原水槽内の原水を、緩速攪拌槽へ送給する第1送給手段と、この第1送給手段の途中の凝集剤注入部に凝集剤を供給する凝集剤供給手段と、緩速攪拌槽内の処理水を、沈降分離槽その他に送給する第2送給手段とを設けた濁水処理装置が提案されている。
Many techniques for treating turbid water in this way have been proposed. For example, in Japanese Patent Application Laid-Open No. 2008-119563 "Muddy Water Treatment Device" of
しかし、従来の沈降処理装置では、処理水にフロックがキャリーオーバーするような場合、または上乗せ排水基準などで更に処理水の高度処理を必要とされる場合に、砂ろ過などの別の処理装置を追加で設ける必要がある。その処理設備の設置に広い場所が必要になる。 However, in the conventional sedimentation treatment device, when the flocs carry over to the treated water, or when further advanced treatment of the treated water is required due to the additional drainage standard, another treatment device such as sand filtration is used. It is necessary to provide it additionally. A large space is required to install the processing equipment.
沈降処理の前処理として浮上するものを事前に除去する必要があった。例えば、油分分離などの処理装置が必要であった。また浮上分離の前処理として、微砂などの沈降するものを事前に除去する必要があった。これらは重力のみによる分離が多く、処理設備の設置面積が広くなる傾向があった。 As a pretreatment for the sedimentation treatment, it was necessary to remove what floated in advance. For example, a processing device such as oil separation was required. In addition, as a pretreatment for levitation separation, it was necessary to remove sedimented substances such as fine sand in advance. These were often separated only by gravity, and the installation area of the processing equipment tended to be large.
このような濁水処理の施設計画時に水処理の方式を選定する必要がある。原水の性状が変わった場合などで方式を変えた方が良い場合でも次の更新時期を待たないと変えることができないという問題があった。処理施設を運用していく中で処理量や水の性状が変わると対応することが難しかった。 It is necessary to select a water treatment method when planning a facility for such turbid water treatment. Even if it is better to change the method when the properties of the raw water change, there is a problem that it cannot be changed without waiting for the next renewal time. It was difficult to deal with changes in the amount of treatment and the properties of water during the operation of the treatment facility.
特許文献1に記載の「濁水処理装置」は、原水槽と、緩速攪拌槽と、沈降分離槽とこれらにそれぞれ送給手段が必要となり処理設置場所が広くなりやすいという問題を有していた。
The "turbid water treatment device" described in
本発明は、かかる問題点を解決するために創案されたものである。すなわち、本発明の目的は、沈降分離と浮上分離を併せ持った一体型の処理装置にすることで、原水(濁水)の前処理が不要になり、狭小な設置場所でも稼働させることができ、しかも濁水の性状に応じて沈降分離と浮上分離の処理の順番を変えて、分離処理を円滑に行うことができる濁水処理装置及びその処理方法を提供することにある。 The present invention has been devised to solve such a problem. That is, an object of the present invention is to make an integrated treatment device having both sedimentation separation and floating separation, which eliminates the need for pretreatment of raw water (turbid water), and can be operated even in a narrow installation place. It is an object of the present invention to provide a turbid water treatment apparatus and a treatment method thereof capable of smoothly performing the separation treatment by changing the order of the sedimentation separation and the floating separation treatment according to the properties of the turbid water.
本発明の濁水処理装置は、建設工事、工事現場で生じる濁水について、沈降分離と浮上分離を順番に処理する多重筒状の濁水処理装置(1)であって、
下部にスラリーを排出させるスラリー排出口(4)を有する、原水(濁水)をスラリーと沈降処理水とに分離する筒形状の沈降分離槽(2)と、
前記沈降分離槽(2)の内側に上部から下方へ向けて取り付けられた、凝集剤を添加した原水を投入する筒形状のセンターウェル部(7)と、
前記沈降分離槽(2)の外周に多重筒形状に設けられた、底部に沈降処理水を排出する沈降処理水排水口(13)を有する、該沈降分離槽(2)の上縁から溢流した沈降分離後の処理水を一時的に貯留する貯留調整槽(12)と、
上部にスカムを排出するスカム排出口(15)と下部に沈降処理水を投入する沈降処理水投入口(16)とを有するスカム排出槽(17)と、これに隣接して隔壁(18)の下方で連通する浮上処理水排出槽(19)とから成る、原水(濁水)又は処理水をスカムと浮上処理水とに分離する浮上分離槽(3)と、
原水(濁水)又は処理水を、前記センターウェル部(7)へ輸送する、沈降分離槽用輸送管(8)と、
前記貯留調整槽(12)から沈降処理水を前記浮上分離槽(3)へ輸送する、浮上分離槽用輸送管(14)と、を備えた、ことを特徴とする。
The turbid water treatment device of the present invention is a multi-cylindrical turbid water treatment device (1) that sequentially treats sedimentation separation and floating separation of turbid water generated at construction work and construction sites.
A tubular sedimentation separation tank (2) having a slurry discharge port (4) at the bottom for separating raw water (turbid water) into slurry and sedimentation treated water.
A tubular center well portion (7) for pouring raw water to which a coagulant is added, which is attached to the inside of the sedimentation separation tank (2) from the upper part to the lower part.
Overflow from the upper edge of the sedimentation separation tank (2), which is provided on the outer periphery of the sedimentation separation tank (2) in a multi-cylindrical shape and has a sedimentation treatment water drain port (13) at the bottom for discharging the sedimentation treatment water. A storage adjustment tank (12) that temporarily stores the treated water after sedimentation and separation,
A scum discharge tank (17) having a scum discharge port (15) for discharging scum at the upper part and a settling treated water inlet (16) for charging settling treated water at the lower part, and a partition wall (18) adjacent thereto. A levitation separation tank (3) that separates raw water (turbid water) or treated water into scum and levitation treated water, which is composed of a levitation treated water discharge tank (19) that communicates below.
A transport pipe (8) for a sedimentation separation tank that transports raw water (turbid water) or treated water to the center well portion (7), and
It is characterized by including a transport pipe (14) for a levitation separation tank, which transports sedimentation treated water from the storage adjustment tank (12) to the levitation separation tank (3).
前記浮上分離槽用輸送管(14)は、前記貯留調整槽(12)周囲に巻き付けるようにらせん形状に形成することができる。
前記浮上処理水排出槽(19)に、浮上処理水を溢流排出するレベル調整排出筒(20)が上下方向に設けることが好ましい。
The transport pipe (14) for the floating separation tank can be formed in a spiral shape so as to be wound around the storage adjustment tank (12).
It is preferable that the floating treated water discharge tank (19) is provided with a level-adjusted discharge cylinder (20) for overflowing and discharging the floating treated water in the vertical direction.
本発明の濁水処理方法は、建設工事、工事現場で生じる濁水について、沈降分離槽(2)の外側に貯留調整槽(12)、浮上分離槽(3)が設けられた濁水処理装置(1)を用いて沈降分離と浮上分離を順番に処理する多重筒状の濁水処理装置を用いた濁水処理方法であって、
先ず、原水(濁水)に凝集剤を添加して、前記沈降分離槽(2)内のセンターウェル部(7)に投入し、
該センターウェル部(7)から原水(濁水)を前記沈降分離槽(2)において、沈降するスラリーと沈降処理水とに分離し、
次に、前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、貯留調整槽(12)に輸送し、
最後に、前記貯留調整槽(12)に一時貯留して、処理量を調整してから、この沈降処理水を浮上分離槽(3)に輸送し、浮上するスカムと浮上処理水とに分離し、スカムはスカム排出口(15)から排出し、浮上処理水は浮上処理水排出口(21)から公共水域に排出して処理を完了させる、ことを特徴とする。
The turbid water treatment method of the present invention is a turbid water treatment apparatus (1) in which a storage adjustment tank (12) and a floating separation tank (3) are provided outside a sedimentation separation tank (2) for turbid water generated at a construction site or a construction site. It is a turbid water treatment method using a multi-cylindrical turbid water treatment device that sequentially processes sedimentation separation and levitation separation using.
First, a flocculant is added to raw water (turbid water) and charged into the center well portion (7) in the sedimentation separation tank (2).
Raw water (turbid water) is separated from the center well portion (7) into sedimented slurry and sedimented treated water in the sedimentation separation tank (2).
Next, the sedimentation treated water after discharging the slurry in the sedimentation separation tank (2) is transported to the storage adjustment tank (12).
Finally, after temporarily storing in the storage adjustment tank (12) to adjust the treatment amount, the sedimentation treated water is transported to the floating separation tank (3) and separated into floating scum and floating treated water. , The scum is discharged from the scum discharge port (15), and the levitation treated water is discharged from the levitation treated water discharge port (21) to the public water area to complete the treatment.
また、本発明の濁水処理方法は、建設工事、工事現場で生じる濁水について、沈降分離槽(2)の外側に貯留調整槽(12)、浮上分離槽(3)が設けられた濁水処理装置(1)を用いて沈降分離と浮上分離を順番に処理する多重筒状の濁水処理装置を用いた濁水処理方法であって、
先ず、原水(濁水)に、凝集剤を添加して浮上分離槽(3)に投入し、ここでスカムと浮上処理水とに分離し、スカムはそのまま排出し、
次に、浮上分離槽(3)から沈降分離槽用輸送管(8)で浮上処理水を、前記沈降分離槽(2)のセンターウェル部(7)に投入し、沈降するスラリーと沈降処理水とに分離し、
前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、貯留調整槽(12)に一時貯留し、そのまま沈降処理水は沈降処理水排出口(13)から公共水域に排出して処理を完了させる、ことを特徴とする。
前記浮上分離槽(3)内において浮上分離処理する際に、該浮上分離槽(3)内に気泡を発生させ、この気泡の気液界面に原水(濁水)中の汚濁物質を吸着させ、及び濃縮して浮上させて排出する、ことができる。
Further, the turbid water treatment method of the present invention is a turbid water treatment apparatus (3) provided with a storage adjustment tank (12) and a floating separation tank (3) outside the sedimentation separation tank (2) for turbid water generated at construction work or construction site. It is a turbid water treatment method using a multi-cylindrical turbid water treatment device that sequentially processes sedimentation separation and levitation separation using 1).
First, a flocculant is added to the raw water (turbid water) and put into the floating separation tank (3), where the scum and the floating treated water are separated, and the scum is discharged as it is.
Next, the levitation treated water is poured from the levitation separation tank (3) into the center well portion (7) of the sedimentation separation tank (2) through the transport pipe (8) for the sedimentation separation tank, and the slurry and the sedimentation treatment water are settled. Separated into
The sedimentation treated water after discharging the slurry in the sedimentation separation tank (2) is temporarily stored in the storage adjustment tank (12), and the sedimentation treatment water is discharged as it is from the sedimentation treatment water discharge port (13) to the public water area. It is characterized in that the process is completed.
When the levitation separation treatment is performed in the levitation separation tank (3), bubbles are generated in the levitation separation tank (3), and pollutants in raw water (turbid water) are adsorbed on the gas-liquid interface of the bubbles, and It can be concentrated, levitated and discharged.
本発明の濁水処理装置(1)では、沈降処理と浮上処理を併せ持ったコンパクトな水処理装置になっているため、狭い設置面積でも利用することができる。作業現場にトレーラーなどの車両でこの濁水処理装置(1)を容易に運搬し、設置することができる。また、砂ろ過などが不要な準高度処理が可能になる。
貯留調整槽(12)により、処理の遅い沈降処理と処理の早い浮上処理のそれぞれの処理時間を調整しているので、全体の処理能力が高くなっている。
Since the turbid water treatment device (1) of the present invention is a compact water treatment device having both sedimentation treatment and levitation treatment, it can be used even in a narrow installation area. This turbid water treatment device (1) can be easily transported and installed at a work site by a vehicle such as a trailer. In addition, semi-advanced processing that does not require sand filtration or the like becomes possible.
Since the storage adjustment tank (12) adjusts the treatment time of each of the slow-treatment sedimentation treatment and the fast-treatment levitation treatment, the overall treatment capacity is high.
分離処理は沈降と浮上、どちらが先でも構わないので、濁水の性状に応じて沈降分離と浮上分離の処理の順番を変えて行うことができる。種々の性状の濁水について分離処理を円滑に行うことができる。 Since the separation treatment may be performed first, either sedimentation or levitation, the order of sedimentation separation and levitation separation can be changed according to the properties of the turbid water. Separation treatment can be smoothly performed for turbid water having various properties.
浮上分離槽用輸送管(14)が、貯留調整槽(12)周囲に巻き付けるようにらせん形状に形成されたものは、原水(濁水)又は処理水の輸送距離が長くなる。この長い輸送管の輸送中に原水(濁水)又は処理水に添加した薬品類(凝集剤、pH調整剤、中和剤等)との反応が確実になる。 If the transport pipe (14) for the floating separation tank is formed in a spiral shape so as to be wound around the storage adjustment tank (12), the transport distance of the raw water (turbid water) or the treated water becomes long. During the transportation of this long transport pipe, the reaction with chemicals (coagulant, pH adjuster, neutralizer, etc.) added to the raw water (turbid water) or the treated water is ensured.
本発明の濁水処理方法では、沈降分離と浮上分離を併せ持ち、どちらが先でも構わないので、原水(濁水)の性状に合わせて各々の特徴を活かし注薬量の最適化を図ることができる。必要に応じて処理水を浮上分離又は沈降分離の処理をすることができ、無駄な薬剤の使用を避け、作業コストを低減することができる。 Since the turbid water treatment method of the present invention has both sedimentation separation and floating separation, whichever comes first, it is possible to optimize the injection amount by utilizing the characteristics of each according to the properties of the raw water (turbid water). If necessary, the treated water can be subjected to floating separation or sedimentation separation treatment, wasteful use of chemicals can be avoided, and work costs can be reduced.
本発明は、建設工事、工事現場で生じる原水(濁水)について、沈降処理と浮上処理を併せ持ったコンパクトな水処理装置であり、処理は沈降と浮上の何れも先にすることができる濁水処理装置である。 The present invention is a compact water treatment device that has both sedimentation treatment and levitation treatment for raw water (turbid water) generated at construction work and construction site, and the treatment can be performed first for both sedimentation and levitation. Is.
<濁水処理装置の全体構成>
以下、本発明の好ましい実施の形態を図面を参照して説明する。
図1は本発明の濁水処理装置を示す縦断面図であり、一部系統図で表現している。図2は本発明の濁水処理装置を示す平面図である。
本発明の濁水処理装置1は、建設工事、工事現場で生じる濁水について、沈降分離処理と浮上分離処理をコンパクトな処理装置で順番に処理できる装置である。この濁水処理装置1は、主に処理の原水となる濁水をスラリーと沈降処理水とに分離する筒形状の沈降分離槽2と、この沈降処理水をスカムと浮上処理水とに分離する浮上分離槽3とから成る処理装置である。本発明の濁水処理装置1の材質は、処理する濁水の腐食性などが高いかどうかで決められる。例えば鉄、鋼又はステンレス鋼のような鉄を主成分とした合金、その他の非鉄金属が用いられる。更には、ポリエチレン(PE)、繊維強化プラスチック(FRP)のような合成樹脂、コンクリートを用いることも可能である。
<Overall configuration of turbid water treatment equipment>
Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a vertical cross-sectional view showing the turbid water treatment apparatus of the present invention, and is partially represented by a system diagram. FIG. 2 is a plan view showing the turbid water treatment apparatus of the present invention.
The turbid
スカムは、浮き汚泥と称され、原水(濁水)中の有機物が腐敗、発酵することにより発生するガスによって、濁水中の懸濁物質、繊維質、油脂質、細菌が浮上して、水表面にできるスポンジ質の厚い膜状の浮きかすである。処理装置の水面に浮いたもので、細かい粒子状のものから、30cmを超える大きな塊まで様々ある。
スラリーは、原水(濁水)の液体中に鉱物や汚泥などが混ざっている混合物のことであり、粘性の強い流動物であることが多い。
沈降処理水と浮上処理水は、本発明の濁水処理装置1により処理した処理水である。沈降処理水は、主に原水(濁水)からスラリーを分離した処理水である。浮上処理水は、主に原水(濁水)からスカムを分離した処理水である。これらの沈降処理水と浮上処理水は、そのまま公共水域に放流する場合と、再度処理してから公共水域に放流する場合とがある。
Scum is called floating sludge, and the gas generated by the decay and fermentation of organic matter in raw water (turbid water) causes suspended substances, fibrous substances, oil lipids, and bacteria in the turbid water to float on the surface of the water. It is a spongy thick film-like float that can be formed. It floats on the surface of the water of the treatment equipment and varies from fine particles to large lumps over 30 cm.
A slurry is a mixture in which minerals, sludge, etc. are mixed in a liquid of raw water (turbid water), and is often a highly viscous fluid.
The settling treated water and the floating treated water are treated water treated by the turbid
<沈降分離槽の構成>
沈降分離槽2は、原水(濁水)又は処理水をスラリーと沈降処理水とに分離する円筒形状の水槽である。この沈降分離槽2の下部に、沈降分離したスラリーを排出させるスラリー排出口4を有する。このスラリー排出口4の下流に開閉弁5とポンプ6が接続されている。
<Structure of sedimentation separation tank>
The
沈降分離槽2の内側に、凝集剤を添加した原水(濁水)を投入する筒形状のセンターウェル部7が、沈降分離槽2と同軸状に取り付けられている。このセンターウェル部7と、筒形状の沈降分離槽2とが2重筒形状に成る。これによりコンパクトな水処理装置となる。センターウェル部7は、沈降分離槽2の上部から下方へ向けて取り付けられている。図1に示すように、センターウェル部7の上縁部が、後述する浮上分離槽3の上縁部より高い位置にある。これは分離処理した処理水、スカム等が流入することを阻止するためである。
Inside the
原水(濁水)は、沈降分離槽用輸送管8を用いてセンターウェル部7へ輸送する。この沈降分離槽用輸送管8の上流は原水槽(図示せず)などに接続している。この原水槽は、建設工事、工事現場で生じる濁水を一時貯留し、簡単に浮上するもの、沈降するものを除去して沈降水を原水とするものである。この沈降分離槽用輸送管8は、原水槽からの原水(濁水)を、これに凝集剤を添加してセンターウェル部7へ原水槽ポンプにより輸送する輸送管である。なお、この原水槽は必ずしも必須の装置(設備)ではない。
The raw water (turbid water) is transported to the
沈降分離槽2の底部は、図示するようにスラリーを集めやすいように船底形状に成っている。この船底形状の底部にスクリュウ形状のスラリーかき寄せ機11が取り付けられている。このスラリーかき寄せ機11は、沈降したスラリーを撹拌すると共に、スラリー排出口4から外部へ排出させる機能を有する。なお、沈降分離槽2の底部は、この船底形状に限定されないことは勿論である。また、スラリーかき寄せ機11もこのスクリュウ形状に限定されず、例えば回転羽根式の形状のものを用いることができる。
As shown in the figure, the bottom of the
このセンターウェル部7は、図示していないが、その内側に撹拌具を備えることができる。この撹拌具は、シャフトに緩速撹拌羽根を取り付けたものである。この緩速撹拌羽根は、原水(濁水)を撹拌する機能を有する。
Although not shown, the
<貯留調整槽の構成>
沈降分離槽2の外周に、貯留調整槽12が多重筒形状に設けられている。多重筒形状によりコンパクトな水処理装置とするためである。この貯留調整槽12は、沈降分離槽2の上縁から溢流した沈降分離後の処理水を一時的に貯留する槽である。後述する浮上分離槽3は、その処理時間が沈降分離槽2と比較して速い。そのため、沈降分離槽2で処理した沈降処理水を、この貯留調整槽12にある程度溜めて置き、その処理量を調整する必要がある。
<Structure of storage adjustment tank>
A
この貯留調整槽12の底部に、沈降処理水を排水する沈降処理水排水口13を有し、この沈降処理水排水口13の下流に開閉弁5が接続されている。この開閉弁5の開閉により、原水(濁水)を処理して清浄な処理水にして、河川、海などの公共水域に放流することができる。
At the bottom of the
この貯留調整槽12には、その周囲に巻き付けるようにらせん形状に形成した浮上分離槽用輸送管14を備えている。この浮上分離槽用輸送管14は、貯留調整槽12周囲に巻き付けるようにらせん形状に形成して長い輸送距離を有する。この長い輸送管を用いることで、原水(濁水)に添加した薬品類(凝集剤、pH調整剤、中和剤等)との反応を確実にできる、その後の分離処理の迅速化を図る機能を有する。図示例では3重のらせん形状であるが、これは例示であってこの数に限定されない。また、輸送管の中に凹凸などを形成し、更に原水(濁水)又は処理水と薬品類との反応性を高めることも可能である。
The
らせん形状の浮上分離槽用輸送管14は、その上流は開閉弁5とポンプ6を介して、下流の貯留調整槽12の下方位置で接続されている。浮上分離槽用輸送管14は、投入された原水(濁水)を、下方位置から上方位置へ輸送するようになっている。
The spiral-shaped levitation separation
<浮上分離槽の構成>
浮上分離槽3は、原水(濁水)又は処理水について、スカムと浮上処理水とに分離する処理装置である。浮上分離槽3は、上部にスカムを排出するスカム排出口15と下部に沈降処理水を投入する沈降処理水投入口16とを有するスカム排出槽17と、これに隣接して隔壁18の下方で連通する浮上処理水排出槽19とから成る。この浮上処理水排出槽19は、その中心位置に浮上処理水を排出するレベル調整排出筒20が上下方向に設けられている。このレベル調整排出筒20下部の浮上処理水排出口21から浮上処理水を溢流排出する。このレベル調整排出筒20は、浮上処理水排出槽19内の水位を調整するために、上下方向に長さを調節できるようになっている。
<Structure of floating separation tank>
The
なお、本発明の濁水処理装置1は、図2の平面図に示すように、正確な円筒形状に限定されない。平面視で楕円形状(長円形状)に構成したもの、又は多角形状に構成したものなど種々の形状にすることができる。
The turbid
<濁水処理装置を用いた処理方法>
本発明の濁水処理装置1を用いて濁水を処理する際には、先に沈降分離処理し、次に浮上分離処理することができる。逆に、先に浮上分離処理し、次に沈降分離処理する2種類の方法がある。本発明の濁水処理装置1は、濁水の性状に応じて、沈降分離処理と浮上分離処理の順番を可変することが可能である。表1の「濁水の性状と処理の順番との関係」に示すように、例えば、濁水が、無機系の濁水、比重1.0t/m3以上の粒子が多く、浮遊物の少ない濁水、又は沈降性の良い濁水の場合は、先に沈降分離処理し、次に浮上分離処理の順番が好ましい。この順番で処理を円滑に進めることができる。
<Treatment method using a turbid water treatment device>
When treating turbid water using the turbid
逆に、濁水が、有機系の濁水、比重1.0t/m3以下の粒子が多く、油分などの浮遊物が多い濁水、又は浮上性の良い濁水の場合は、先に浮上分離処理し、次に沈降分離処理の順番が好ましい。この順番で処理を円滑に進めることができる。 On the contrary, if the turbid water is organic turbid water, has many particles with a specific gravity of 1.0 t / m 3 or less, and has many suspended substances such as oil, or turbid water having good levitation properties, the turbid water is first floated and separated. Next, the order of sedimentation separation treatment is preferable. Processing can proceed smoothly in this order.
<先に沈降分離処理し、次に浮上分離処理する処理方法>
図3は濁水処理装置を用いて沈降分離処理し、次に浮上分離処理する処理方法を示すフロー図である。図4は沈降分離処理し、次に浮上分離処理する処理方法を示す装置の縦断面図であり、図中の太い実線は原水(濁水)の輸送中、処理中を表し、(a)は沈降分離処理中の状態、(b)は浮上分離処理中の状態、(c)は分離処理後の処理水の排出の状態をそれぞれ示す。
図4(a)に示すように、原水(濁水)に凝集剤を添加し、この原水(濁水)をセンターウェル部7から沈降分離槽2に投入する。原水(濁水)をpH調整すると共に、このとき、水流を利用して撹拌しながらスラリーを沈降分離し、このスラリーはスラリーかき寄せ機11で排出する。
なお、前処理として、濁水を原水槽において、大きな塊を沈殿させ沈降原水に処理する。この原水槽は必須の処理工程ではない。
<Processing method of first performing sedimentation separation treatment and then floating separation treatment>
FIG. 3 is a flow chart showing a treatment method of performing sedimentation separation treatment using a turbid water treatment apparatus and then performing floating separation treatment. FIG. 4 is a vertical cross-sectional view of an apparatus showing a treatment method for performing sedimentation separation treatment and then floating separation treatment. The thick solid line in the figure represents the transportation and treatment of raw water (turbid water), and FIG. 4A shows sedimentation. The state during the separation treatment, (b) shows the state during the floating separation treatment, and (c) shows the state of discharging the treated water after the separation treatment.
As shown in FIG. 4A, a flocculant is added to the raw water (turbid water), and the raw water (turbid water) is charged into the
As a pretreatment, turbid water is treated as sedimented raw water by precipitating large lumps in a raw water tank. This raw water tank is not an essential treatment process.
沈降分離槽2においてスラリーを分離除去した後の沈降処理水は、貯留調整槽12に一時貯留する。その処理時間が沈降分離槽2と比較して速い浮上分離槽3との処理量を調整するためである。
The sedimentation treated water after separating and removing the slurry in the
次に、図4(b)に示すように、沈降分離槽2において処理された沈降処理水を、らせん形状の浮上分離槽用輸送管14により浮上分離槽3に投入し、浮上するスカムはそのまま排出する。
Next, as shown in FIG. 4 (b), the sedimentation treated water treated in the
最後に、図4(c)に示すように、浮上分離槽3において処理された、浮上処理水は、レベル調整排出筒20に溢流排出し、下部の浮上処理水排出口21から河川、海などの公共水域に排出する。
Finally, as shown in FIG. 4 (c), the levitation treated water treated in the
<先に浮上分離処理し、次に沈降分離処理する処理方法>
図5は濁水処理装置を用いて浮上分離処理し、次に沈降分離処理する処理方法を示すフロー図である。図6は浮上分離処理し、次に沈降分離処理する処理方法を示す装置の正断面図であり、図中の太い実線は原水(濁水)の輸送中、処理中を表し、(a)は浮上分離処理中の状態、(b)は沈降分離処理中の状態、(c)は分離処理後の処理水の排出の状態をそれぞれ示す。
濁水中に油脂、スカム等の浮上物質が多い場合に、先に浮上分離処理をして迅速に濁水処理をする。その後沈降分離処理をする。
先ず、図6(a)に示すように、原水(濁水)に凝集剤を添加して、らせん形状の浮上分離槽用輸送管14により浮上分離槽3に投入する。浮上分離槽3のスカム排出槽17において浮上するスカムはそのまま排出する。浮上分離処理された浮上処理水は浮上処理水排出槽19へ輸送される。この原水(濁水)の投入位置が、図4(a)とは異なる位置であるが、図6(a)では処理の順番が異なるためにこの位置を変えたものである。
次に、図6(b)に示すように、浮上分離槽3で分離された浮上処理水は、浮上処理水排出槽19中のレベル調整排出筒20に溢流排出し、下部の浮上処理水排出口21から沈降分離槽用輸送管8により、更に凝集剤を添加してセンターウェル部7に投入する。センターウェル部7から浮上処理水を、沈降分離槽2に投入し、沈降するスラリーと沈降処理水とに分離する。沈降分離槽2においてスラリーを排出する。
最後に、図6(c)に示すように、沈降分離槽2においてスラリーを排出した後の沈降処理水を、貯留調整槽12に貯留し、そのまま沈降処理水は沈降処理水排出口13から公共水域に排出して処理を完了する。
<Processing method of first floating separation treatment and then sedimentation separation treatment>
FIG. 5 is a flow chart showing a treatment method in which a floating separation treatment is performed using a turbid water treatment device and then a sedimentation separation treatment is performed. FIG. 6 is a normal cross-sectional view of an apparatus showing a treatment method for levitation separation treatment and then sedimentation separation treatment. The thick solid line in the figure represents the transportation and treatment of raw water (turbid water), and FIG. 6A shows levitation. The state during the separation treatment, (b) shows the state during the sedimentation separation treatment, and (c) shows the state of discharging the treated water after the separation treatment.
When there are a lot of floating substances such as fats and oils and scum in the turbid water, the floating separation treatment is performed first and the turbid water treatment is performed quickly. After that, sedimentation separation treatment is performed.
First, as shown in FIG. 6A, a flocculant is added to raw water (turbid water) and charged into the floating
Next, as shown in FIG. 6B, the levitation treated water separated in the
Finally, as shown in FIG. 6C, the sedimentation-treated water after discharging the slurry in the
このときも、必要に応じて前処理として、濁水を原水槽9において、大きな塊を沈殿させた浮上原水に処理する。浮上原水に空気と薬品を配合して、浮上原水を浮上分離槽3に投入する。
Also at this time, as a pretreatment, if necessary, the turbid water is treated in the raw water tank 9 into floating raw water in which large lumps are precipitated. Air and chemicals are mixed with the floating raw water, and the floating raw water is charged into the floating
浮上分離槽3内において浮上分離処理する際に、浮上分離槽3内に気泡を発生させ、この気泡の気液界面に原水(濁水)中の汚濁物質を吸着させ、及び濃縮して浮上させて排出することも可能である。
When the levitation separation treatment is performed in the
<浮上分離槽に代えて分離スクリーンを用いた変形例>
図7は沈降分離処理し、次に浮上分離処理する処理方法をする際の浮上分離槽に代えて分離スクリーンを用いた変形例を示す装置の縦断面図である。
沈降分離処理し、次に浮上分離処理する処理方法の場合には、必ずしも浮上分離槽3を使用しなくても良い。例えば、浮上分離槽3に代えて分離スクリーン31を用いることができる。沈降分離槽2において処理された沈降処理水を、分離スクリーン31に投入し、スカムから処理水を分離して、落下する処理水(分離水)は落下させて排出する。分離スクリーン31のスクリーン上を滑り落ちたスカムも排出する。
<Modification example using a separation screen instead of the floating separation tank>
FIG. 7 is a vertical cross-sectional view of an apparatus showing a modified example in which a separation screen is used instead of the levitation separation tank in the process of performing the sedimentation separation treatment and then the levitation separation treatment.
In the case of the treatment method in which the sedimentation separation treatment is performed and then the levitation separation treatment is performed, the
<多重筒状に形成した濁水処理装置の構成>
実施例2の濁水処理装置は、図示していないが、処理装置を更にコンパクトに構成したものである。実施例2の濁水処理装置は、筒形状の沈降分離槽2と、この沈降処理水をスカムと浮上処理水とに分離する浮上分離槽とが多重筒形状に設けられた処理装置である。
<Structure of turbid water treatment device formed in multiple cylinders>
Although not shown, the turbid water treatment device of the second embodiment is a more compact structure of the treatment device. The turbid water treatment device of the second embodiment is a treatment device in which a cylindrical
実施例2の濁水処理装置は、実施例1で説明したような構成の沈降分離槽の外周に、貯留調整槽が多重筒形状に設けられている。この貯留調整槽の外周に、原水(濁水)又は処理水を、スカムと浮上処理水とに分離する浮上分離槽が更に多重筒形状に設けられている。これにより、濁水処理装置に沈降分離槽と浮上分離槽と、さらに貯留調整槽が一体化してコンパクトになり、その運搬と取り扱いが容易になる。この浮上分離槽の上部にスカムを排出するスカム排出口と、下部に沈降処理水を投入する沈降処理水投入口とを有する。この実施例2の濁水処理装置も、濁水の性状に応じて、沈降分離処理と浮上分離処理の順番を可変することができる。 In the turbid water treatment device of the second embodiment, a storage adjustment tank is provided in a multi-cylindrical shape on the outer periphery of the sedimentation separation tank having the configuration as described in the first embodiment. A floating separation tank that separates raw water (turbid water) or treated water into scum and floating treated water is further provided in a multi-cylindrical shape on the outer periphery of the storage adjustment tank. As a result, the sedimentation separation tank, the floating separation tank, and the storage adjustment tank are integrated into the turbid water treatment device to make it compact, and its transportation and handling become easy. The upper part of the floating separation tank has a scum discharge port for discharging scum, and the lower part has a settling treated water inlet for charging settling treated water. The turbid water treatment device of the second embodiment can also change the order of the sedimentation separation treatment and the floating separation treatment according to the properties of the turbid water.
なお、実施例2の濁水処理装置は、1つの装置に沈降処理と浮上処理を併せ持った構成であり、多重筒形状であれば、平面視で正確な円筒形状に限定されない。平面視で楕円形状(長円形状)に構成したもの、又は多角形状に構成したものなど種々の形状にすることができる。 The turbid water treatment device of the second embodiment has a configuration in which a settling treatment and a levitation treatment are combined in one device, and the multi-cylindrical shape is not limited to an accurate cylindrical shape in a plan view. It can be made into various shapes such as an elliptical shape (an oval shape) in a plan view and a polygonal shape.
なお、本発明は、沈降分離と浮上分離を併せ持ったコンパクトな処理装置にすることで、原水の前処理が不要になり、狭小な設置場所でも稼働させることができ、しかも濁水の性状に応じて沈降分離と浮上分離の処理の順番を変えて、分離処理を円滑に行うことができる構成であれば、上述した発明の実施の形態に限定されず、本発明の要旨を逸脱しない範囲で種々変更できることは勿論である。 In the present invention, by making a compact treatment apparatus having both sedimentation separation and floating separation, pretreatment of raw water becomes unnecessary, and it can be operated even in a narrow installation place, and depending on the properties of turbid water. As long as the configuration allows the separation process to be smoothly performed by changing the order of the sedimentation separation process and the levitation separation process, the configuration is not limited to the above-described embodiment of the invention, and various changes are made without departing from the gist of the present invention. Of course you can do it.
本発明の濁水処理装置及びその処理方法は、トンネル工事などの建設工事以外に工場や事業場、建設現場等で生じる濁水を処理する際にも利用できる。 The turbid water treatment apparatus and the treatment method thereof of the present invention can be used not only for construction works such as tunnel construction but also for treating turbid water generated at factories, business establishments, construction sites and the like.
1 濁水処理装置
2 沈降分離槽
3 浮上分離槽
4 スラリー排出口
7 センターウェル部
8 沈降分離槽用輸送管
12 貯留調整槽
13 沈降処理水排水口
14 浮上分離槽用輸送管
15 スカム排出口
16 沈降処理水投入口
17 スカム排出槽
18 隔壁
19 浮上処理水排出槽
20 レベル調整排出筒
21 浮上処理水排出口
1 Muddy
本発明の濁水処理装置は、建設工事、工事現場で生じる濁水について、沈降分離と浮上分離を併せ持ち、かつその処理順番を変えることができる濁水処理装置(1)であって、
下部にスラリーを排出させるスラリー排出口(4)を有する、処理対象物をスラリーと沈降処理水とに分離する筒形状の沈降分離槽(2)と、
前記沈降分離槽(2)の内側に上部から下方へ向けて取り付けられた、処理対象物を投入する筒形状のセンターウェル部(7)と、
前記沈降分離槽(2)の外周に二重筒形状に設けられた、底部に沈降処理水を排出する開閉弁(5)が接続されている沈降処理水排水口(13)を有し、該沈降分離槽(2)の上縁から溢流した、スラリーを分離除去した後の沈降処理水を該開閉弁(5)の開閉により一時的に貯留する貯留調整槽(12)と、
上部にスカムを排出するスカム排出口(15)と、下部に処理対象物を投入する沈降処理水・原水投入口(16)とを有するスカム排出槽(17)と、これに隣接して隔壁(18)の下方で連通する浮上処理水排出槽(19)と、該浮上処理水排出槽(19)内の水位を調整するために、上下方向に長さを調節できるように上下方向に設けられた、浮上処理水を溢流排出するレベル調整排出筒(20)とから成る、処理対象物をスカムと浮上処理水とに分離する浮上分離槽(3)と、
処理対象物を、前記センターウェル部(7)へ輸送する、沈降分離槽用輸送管(8)と、
処理対象物を前記浮上分離槽(3)へ輸送する、前記貯留調整槽(12)の周囲に巻き付けるようにらせん形状に形成された浮上分離槽用輸送管(14)と、を備え、
前記濁水処理装置(1)を用いて、処理対象物の原水(濁水)を沈降分離から浮上分離の順番に処理する際には、
前記沈降分離槽(2)内のセンターウェル部(7)に、原水(濁水)を投入し、
前記沈降分離槽(2)の上縁から溢流した、スラリーを分離除去した後の沈降処理水を前記貯留調整槽(12)に一時的に貯留し、該貯留調整槽(12)から沈降処理水を、前記浮上分離槽用輸送管(14)を用いて前記浮上分離槽(3)へ輸送し、
前記沈降分離槽(2)で処理した沈降処理水を、前記浮上分離槽(3)においてスカムと浮上処理水とに分離して排出し、
前記濁水処理装置(1)を用いて、処理対象物の原水(濁水)を浮上分離から沈降分離の順番に処理する際には、
原水(濁水)を、前記浮上分離槽用輸送管(14)を用いて前記浮上分離槽(3)に投入してスカムと浮上処理水とに分離し、
前記浮上分離槽(3)で処理した浮上処理水を、前記沈降分離槽(2)に投入してスラリーと沈降処理水とに分離し、
前記沈降分離槽(2)の上縁から溢流した、スラリーを分離除去した後の沈降処理水を、前記貯留調整槽(12)に一時的に貯留し、該貯留調整槽(12)から沈降処理水を排出するように構成した、ことを特徴とする。
The turbid water treatment apparatus of the present invention is a turbid water treatment apparatus (1) that has both sedimentation separation and floating separation for turbid water generated at construction work and construction sites , and can change the treatment order thereof .
A tubular settling separation tank (2) having a slurry discharge port (4) for discharging the slurry at the bottom and separating the object to be treated into the slurry and the settling treated water.
A tubular center well portion (7) for charging an object to be treated , which is attached to the inside of the sedimentation separation tank (2) from the upper part to the lower part,
Wherein provided in the double cylinder shape on the outer periphery of the settling tank (2), possess on-off valve (5) sedimentation treated water drain outlet connected to discharge sedimentation treated water to the bottom portion (13), said A storage adjustment tank (12) that temporarily stores the sedimentation treated water that has overflowed from the upper edge of the sedimentation separation tank (2) and has been separated and removed from the slurry by opening and closing the on-off valve (5) .
A scum discharge tank (17) having a scum discharge port (15) for discharging scum at the upper part and a settling treated water / raw water inlet (16) for charging the object to be treated at the lower part, and a partition wall (adjacent to the scum discharge tank (17)). The levitation treated water discharge tank (19) communicating below 18) and the levitation treated water discharge tank (19) are provided in the vertical direction so that the length can be adjusted in the vertical direction in order to adjust the water level. In addition, a floating separation tank (3) that separates the object to be treated into scum and floating treated water, which consists of a level-adjusted discharge cylinder (20) that overflows and discharges the floating treated water.
A transport pipe (8) for a sedimentation separation tank that transports the object to be treated to the center well portion (7), and
A transport pipe (14) for a floating separation tank, which is formed in a spiral shape so as to be wound around the storage adjustment tank (12) , for transporting an object to be treated to the floating separation tank (3), is provided.
When the raw water (turbid water) of the object to be treated is treated in the order of sedimentation separation to floating separation using the turbid water treatment device (1),
Raw water (turbid water) is charged into the center well portion (7) in the sedimentation separation tank (2).
The sedimentation treatment water that overflowed from the upper edge of the sedimentation separation tank (2) and after separating and removing the slurry is temporarily stored in the storage adjustment tank (12), and the sedimentation treatment is performed from the storage adjustment tank (12). Water is transported to the floating separation tank (3) using the floating separation tank transport pipe (14).
The sedimentation-treated water treated in the sedimentation separation tank (2) is separated into scum and levitation-treated water in the levitation separation tank (3) and discharged.
When the raw water (turbid water) of the object to be treated is treated in the order of floating separation to sedimentation separation using the turbid water treatment device (1),
Raw water (turbid water) is put into the levitation separation tank (3) using the levitation separation tank transport pipe (14) and separated into scum and levitation treated water.
The levitation treated water treated in the levitation separation tank (3) is put into the sedimentation separation tank (2) and separated into a slurry and a sedimentation treatment water.
The sedimentation treatment water that overflowed from the upper edge of the sedimentation separation tank (2) and after the slurry was separated and removed was temporarily stored in the storage adjustment tank (12) and settled from the storage adjustment tank (12). It is characterized in that it is configured to discharge treated water .
本発明の濁水処理方法は、建設工事、工事現場で生じる原水(濁水)について、下部にスラリーを排出させるスラリー排出口(4)と、内部に下方へ向けて取り付けられた筒形状のセンターウェル部(7)とを有する、原水(濁水)をスラリーと沈降処理水とに分離する筒形状の沈降分離槽(2)、
前記沈降分離槽(2)の外周に二重筒形状に設けられた、底部に沈降処理水を排出する沈降処理水排水口(13)を有し、該沈降分離槽(2)の上縁から溢流した、スラリーを分離除去した後の沈降処理水を貯留する貯留調整槽(12)及び、
上部にスカムを排出するスカム排出口(15)と、下部にスラリーを分離除去した後の沈降処理水を投入する沈降処理水・原水投入口(16)とを有するスカム排出槽(17)とから成る、前記沈降分離槽(2)で処理した沈降処理水をスカムと浮上処理水とに分離する浮上分離槽(3)が、設けられた濁水処理装置(1)を用いて沈降分離から浮上分離の順番に処理する濁水処理方法であって、
先ず、原水(濁水)に凝集剤を添加して、前記沈降分離槽(2)内のセンターウェル部(7)に投入し、該センターウェル部(7)から原水(濁水)を前記沈降分離槽(2)において、沈降するスラリーと沈降処理水とに分離し、
次に、前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、前記貯留調整槽(12)に輸送し、
最後に、前記貯留調整槽(12)に沈降処理水を一時貯留して処理量を調整してから、この沈降処理水を前記浮上分離槽(3)に輸送し、浮上するスカムと浮上処理水とに分離し、スカムはスカム排出口(15)から排出し、浮上処理水は浮上処理水排出口(21)から公共水域に排出して処理を完了させる、ことを特徴とする。
The turbid water treatment method of the present invention has a slurry discharge port (4) for discharging a slurry at the lower part of raw water ( turbid water ) generated at a construction work or a construction site, and a tubular center well portion attached to the inside downward. (7), a tubular settling separation tank (2) that separates raw water (turbid water) into slurry and settling treated water .
The sedimentation separation tank (2) has a double-cylinder-shaped sedimentation treatment water drain port (13) at the bottom thereof, and is provided from the upper edge of the sedimentation separation tank (2). and overflow, reservoir adjusting tank for storing the sedimentation treated water after the slurry has been separated off (12) and,
From a scum discharge tank (17) having a scum discharge port (15) for discharging scum at the upper part and a sedimentation treated water / raw water input port (16) for charging sedimentated treated water after separating and removing the slurry at the lower part. A levitation separation tank (3) that separates the sedimentation treatment water treated in the sedimentation separation tank (2) into scum and levitation treatment water is separated from sedimentation separation using a turbid water treatment device (1) provided. It is a turbid water treatment method that treats in the order of
First, a flocculant is added to the raw water (turbid water) and charged into the center well portion (7) in the sedimentation separation tank (2), and the raw water (turbid water) is poured from the center well portion (7) into the sedimentation separation tank (7). In (2), the settling slurry and the settling treated water are separated and separated.
Then, the precipitation treatment water after discharge of the slurry in the settling tank (2), transported to the reservoir adjusting tank (12),
Finally, the sedimentation treated water reservoir adjusting tank (12) after adjusting the temporary storage and processing amount to transport the sediment treated water into the flotation tank (3), scum floating the floating treated water The scum is discharged from the scum discharge port (15), and the levitation treated water is discharged from the levitation treated water discharge port (21) to a public water area to complete the treatment.
また、本発明の濁水処理方法は、建設工事、工事現場で生じる原水(濁水)について、上部にスカムを排出するスカム排出口(15)と下部に、原水(濁水)を投入する沈降処理水・原水投入口(16)とを有するスカム排出槽(17)と、これに隣接して隔壁(18)の下方で連通する浮上処理水排出槽(19)とから成る、原水(濁水)をスカムと浮上処理水とに分離する浮上分離槽(3)、
下部にスラリーを排出させるスラリー排出口(4)を有する、前記浮上分離槽(3)で処理した浮上処理水をスラリーと沈降処理水とに分離する筒形状の沈降分離槽(2)及び、
前記沈降分離槽(2)の外周に二重筒形状に設けられた、底部に沈降処理水を排出する開閉弁(5)が接続されている沈降処理水排水口(13)を有し、該沈降分離槽(2)の上縁から溢流した、スラリーを分離除去した後の沈降処理水を貯留する貯留調整槽(12)と、が設けられた濁水処理装置(1)を用いて浮上分離から沈降分離の順番に処理する濁水処理方法であって、
先ず、原水(濁水)を前記浮上分離槽(3)に投入し、ここでスカムと浮上処理水とに分離し、スカムはそのまま排出し、
次に、浮上分離槽(3)から沈降分離槽用輸送管(8)で浮上処理水を輸送し、これに凝集剤を添加して前記沈降分離槽(2)のセンターウェル部(7)に投入し、沈降するスラリーと沈降処理水とに分離し、
最後に、前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、前記貯留調整槽(12)に一時貯留して、処理量を調整してから、そのまま沈降処理水は沈降処理水排出口(13)から公共水域に排出して処理を完了させる、ことを特徴とする。
Further, turbid water treatment method of the present invention, construction, the raw water occurs at construction sites (turbid water), scum and the lower scum discharge port for discharging (15) the upper, sedimentation water-to inject raw water (turbid water) A scum is a raw water (turbid water) composed of a scum discharge tank (17) having a raw water inlet (16) and a floating treated water discharge tank (19) adjacent thereto and communicating below a partition wall (18). Floating separation tank (3) that separates into levitation treated water ,
The slurry outlet port for discharging the slurry into the bottom with a (4), said settling tank of the flotation tank (3) treated with cylindrical separating the floating treated water to the slurry and settling the treated water was (2) and,
The sedimentation treatment water drainage port (13) is provided on the outer periphery of the sedimentation separation tank (2) and is connected to an on-off valve (5) for discharging the sedimentation treatment water at the bottom. A turbid water treatment device (1) provided with a storage adjustment tank (12) for storing the sedimentation treated water after separating and removing the slurry, which overflowed from the upper edge of the sedimentation separation tank (2) , was used for floating separation. It is a turbid water treatment method that treats in the order of sedimentation and separation .
First, the raw water (turbid water) is put into the floating separation tank (3), separated into scum and levitation treated water, and the scum is discharged as it is.
Next, the levitation treated water is transported from the levitation separation tank (3) to the sedimentation separation tank transport pipe (8), and a flocculant is added thereto to the center well portion (7) of the sedimentation separation tank (2). It is charged and separated into sedimented slurry and sedimented treated water.
Finally, the sedimentation treatment water after discharging the slurry in the sedimentation separation tank (2) is temporarily stored in the storage adjustment tank (12) to adjust the treatment amount , and then the sedimentation treatment water is subjected to the sedimentation treatment as it is. It is characterized in that it is discharged from a water discharge port (13) to a public water area to complete the treatment.
前記浮上分離槽(3)内において浮上分離処理する際に、該浮上分離槽(3)内に気泡を発生させ、この気泡の気液界面に原水(濁水)中の汚濁物質を吸着させ、及び濃縮して浮上させて排出する、ことができる。 When the levitation separation treatment is performed in the levitation separation tank (3), bubbles are generated in the levitation separation tank (3), and pollutants in raw water (turbid water) are adsorbed on the gas-liquid interface of the bubbles, and It can be concentrated, levitated and discharged.
本発明の濁水処理方法では、沈降分離と浮上分離を併せ持ち、どちらが先でも構わないので、原水(濁水)の性状に合わせて各々の特徴を活かし注薬量の最適化を図ることができる。必要に応じて処理水を浮上分離又は沈降分離の処理をすることができ、無駄な薬剤の使用を避け、作業コストを低減することができる。
浮上分離槽(3)の処理時間が沈降分離槽(2)の処理時間と比較して速いため、沈降分離槽(2)で処理した沈降処理水を、この貯留調整槽(12)にある程度溜めて置き、その処理量を調整することができる。
Since the turbid water treatment method of the present invention has both sedimentation separation and floating separation, whichever comes first, it is possible to optimize the injection amount by utilizing the characteristics of each according to the properties of the raw water (turbid water). If necessary, the treated water can be subjected to floating separation or sedimentation separation treatment, wasteful use of chemicals can be avoided, and work costs can be reduced.
Since the treatment time of the floating separation tank (3) is faster than the treatment time of the sedimentation separation tank (2), the sedimentation treatment water treated in the sedimentation separation tank (2) is stored in the storage adjustment tank (12) to some extent. The amount of processing can be adjusted.
<浮上分離槽の構成>
浮上分離槽3は、原水(濁水)又は処理水について、スカムと浮上処理水とに分離する処理装置である。浮上分離槽3は、上部にスカムを排出するスカム排出口15と下部に沈降処理水を投入する沈降処理水・原水投入口16とを有するスカム排出槽17と、これに隣接して隔壁18の下方で連通する浮上処理水排出槽19とから成る。この浮上処理水排出槽19は、その中心位置に浮上処理水を排出するレベル調整排出筒20が上下方向に設けられている。このレベル調整排出筒20下部の浮上処理水排出口21から浮上処理水を溢流排出する。このレベル調整排出筒20は、浮上処理水排出槽19内の水位を調整するために、上下方向に長さを調節できるようになっている。
<Structure of floating separation tank>
The
このときも、必要に応じて前処理として、濁水を原水槽において、大きな塊を沈殿させた浮上原水に処理する。浮上原水に空気と薬品を配合して、浮上原水を浮上分離槽3に投入する。
Also at this time, as a pretreatment, if necessary, the turbid water is treated in the raw water tank into the floating raw water in which large lumps are precipitated. Air and chemicals are mixed with the floating raw water, and the floating raw water is charged into the floating
実施例2の濁水処理装置は、実施例1で説明したような構成の沈降分離槽の外周に、貯留調整槽が多重筒形状に設けられている。この貯留調整槽の外周に、原水(濁水)又は処理水を、スカムと浮上処理水とに分離する浮上分離槽が更に多重筒形状に設けられている。これにより、濁水処理装置に沈降分離槽と浮上分離槽と、さらに貯留調整槽が一体化してコンパクトになり、その運搬と取り扱いが容易になる。この浮上分離槽の上部にスカムを排出するスカム排出口と、下部に沈降処理水を投入する沈降処理水・原水投入口とを有する。この実施例2の濁水処理装置も、濁水の性状に応じて、沈降分離処理と浮上分離処理の順番を可変することができる。 In the turbid water treatment device of the second embodiment, a storage adjustment tank is provided in a multi-cylindrical shape on the outer periphery of the sedimentation separation tank having the configuration as described in the first embodiment. A floating separation tank that separates raw water (turbid water) or treated water into scum and floating treated water is further provided in a multi-cylindrical shape on the outer periphery of the storage adjustment tank. As a result, the sedimentation separation tank, the floating separation tank, and the storage adjustment tank are integrated into the turbid water treatment device to make it compact, and its transportation and handling become easy. The upper part of the floating separation tank has a scum discharge port for discharging scum, and the lower part has a settling treated water / raw water input port for charging settling treated water. The turbid water treatment device of the second embodiment can also change the order of the sedimentation separation treatment and the floating separation treatment according to the properties of the turbid water.
1 濁水処理装置
2 沈降分離槽
3 浮上分離槽
4 スラリー排出口
7 センターウェル部
8 沈降分離槽用輸送管
12 貯留調整槽
13 沈降処理水排水口
14 浮上分離槽用輸送管
15 スカム排出口
16 沈降処理水・原水投入口
17 スカム排出槽
18 隔壁
19 浮上処理水排出槽
20 レベル調整排出筒
21 浮上処理水排出口
1 Muddy
本発明の濁水処理方法は、建設工事、工事現場で生じる濁水について、沈降分離と浮上分離を併せ持ち、かつその処理順番を変えることができる濁水処理装置(1)を用いて沈降分離から浮上分離の順番に処理する濁水処理方法であって、
下部にスラリーを排出させるスラリー排出口(4)を有する、処理対象物をスラリーと沈降処理水とに分離する筒形状の沈降分離槽(2)と、
前記沈降分離槽(2)の内側に上部から下方へ向けて取り付けられた、処理対象物を投入する筒形状のセンターウェル部(7)と、
前記沈降分離槽(2)の外周に二重筒形状に設けられた、底部に沈降処理水を排出する開閉弁(5)が接続されている沈降処理水排水口(13)を有し、該沈降分離槽(2)の上縁から溢流した、スラリーを分離除去した後の沈降処理水を該開閉弁(5)の開閉により一時的に貯留する貯留調整槽(12)と、
上部にスカムを排出するスカム排出口(15)と、下部に処理対象物を投入する沈降処理水・原水投入口(16)とを有するスカム排出槽(17)と、これに隣接して隔壁(18)の下方で連通する浮上処理水排出槽(19)と、該浮上処理水排出槽(19)内の水位を調整するために、上下方向に長さを調節できるように上下方向に設けられた、浮上処理水を溢流排出するレベル調整排出筒(20)とから成る、処理対象物をスカムと浮上処理水とに分離する浮上分離槽(3)と、
処理対象物を、前記センターウェル部(7)へ輸送する、沈降分離槽用輸送管(8)と、
処理対象物を前記浮上分離槽(3)へ輸送する、前記貯留調整槽(12)の周囲に巻き付けるようにらせん形状に形成された浮上分離槽用輸送管(14)と、を備えた濁水処理装置(1)を用い、
先ず、原水(濁水)に凝集剤を添加して、前記沈降分離槽(2)内のセンターウェル部(7)に投入し、該センターウェル部(7)から原水(濁水)を前記沈降分離槽(2)において、沈降するスラリーと沈降処理水とに分離し、
次に、前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、前記貯留調整槽(12)に輸送し、
最後に、前記貯留調整槽(12)に沈降処理水を一時貯留して処理量を調整してから、この沈降処理水を前記浮上分離槽(3)に輸送し、浮上するスカムと浮上処理水とに分離し、スカムはスカム排出口(15)から排出し、浮上処理水は浮上処理水排出口(21)から公共水域に排出して処理を完了させる、ことを特徴とする。
The turbid water treatment method of the present invention separates turbid water generated at construction work and construction sites from sedimentation separation to levitation separation using a turbid water treatment apparatus (1) that has both sedimentation separation and levitation separation and can change the treatment order . It is a muddy water treatment method that treats in order,
A tubular settling separation tank (2) having a slurry discharge port (4) for discharging the slurry at the bottom and separating the object to be treated into the slurry and the settling treated water.
A tubular center well portion (7) for charging an object to be treated, which is attached to the inside of the sedimentation separation tank (2) from the upper part to the lower part,
The sedimentation treatment water drainage port (13) is provided on the outer periphery of the sedimentation separation tank (2) and is connected to an on-off valve (5) for discharging the sedimentation treatment water at the bottom. A storage adjustment tank (12) that temporarily stores the sedimentation treated water that has overflowed from the upper edge of the sedimentation separation tank (2) and has been separated and removed from the slurry by opening and closing the on-off valve (5).
A scum discharge tank (17) having a scum discharge port (15) for discharging scum at the upper part and a settling treated water / raw water inlet (16) for charging the object to be treated at the lower part, and a partition wall (adjacent to the scum discharge tank (17)). The levitation treated water discharge tank (19) communicating below 18) and the levitation treated water discharge tank (19) are provided in the vertical direction so that the length can be adjusted in the vertical direction in order to adjust the water level. In addition, a floating separation tank (3) that separates the object to be treated into scum and floating treated water, which consists of a level-adjusted discharge cylinder (20) that overflows and discharges the floating treated water.
A transport pipe (8) for a sedimentation separation tank that transports the object to be treated to the center well portion (7), and
Muddy water treatment including a transport pipe (14) for a floating separation tank formed in a spiral shape so as to be wound around the storage adjustment tank (12) for transporting the object to be treated to the floating separation tank (3). Using the device (1)
First, a flocculant is added to the raw water (turbid water) and charged into the center well portion (7) in the sedimentation separation tank (2), and the raw water (turbid water) is poured from the center well portion (7) into the sedimentation separation tank (7). In (2), the settling slurry and the settling treated water are separated and separated.
Next, the sedimentation treated water after discharging the slurry in the sedimentation separation tank (2) is transported to the storage adjustment tank (12).
Finally, the sedimentation treated water is temporarily stored in the storage adjustment tank (12) to adjust the treatment amount, and then the sedimentation treatment water is transported to the floating separation tank (3) to float the scum and the floating treatment water. The scum is discharged from the scum discharge port (15), and the levitation treated water is discharged from the levitation treated water discharge port (21) to a public water area to complete the treatment.
また、本発明の濁水処理方法は、建設工事、工事現場で生じる濁水について、沈降分離と浮上分離を併せ持ち、かつその処理順番を変えることができる濁水処理装置(1)を用いて浮上分離から沈降分離の順番に処理する濁水処理方法であって、
下部にスラリーを排出させるスラリー排出口(4)を有する、処理対象物をスラリーと沈降処理水とに分離する筒形状の沈降分離槽(2)と、
前記沈降分離槽(2)の内側に上部から下方へ向けて取り付けられた、処理対象物を投入する筒形状のセンターウェル部(7)と、
前記沈降分離槽(2)の外周に二重筒形状に設けられた、底部に沈降処理水を排出する開閉弁(5)が接続されている沈降処理水排水口(13)を有し、該沈降分離槽(2)の上縁から溢流した、スラリーを分離除去した後の沈降処理水を該開閉弁(5)の開閉により一時的に貯留する貯留調整槽(12)と、
上部にスカムを排出するスカム排出口(15)と、下部に処理対象物を投入する沈降処理水・原水投入口(16)とを有するスカム排出槽(17)と、これに隣接して隔壁(18)の下方で連通する浮上処理水排出槽(19)と、該浮上処理水排出槽(19)内の水位を調整するために、上下方向に長さを調節できるように上下方向に設けられた、浮上処理水を溢流排出するレベル調整排出筒(20)とから成る、処理対象物をスカムと浮上処理水とに分離する浮上分離槽(3)と、
処理対象物を、前記センターウェル部(7)へ輸送する、沈降分離槽用輸送管(8)と、
処理対象物を前記浮上分離槽(3)へ輸送する、前記貯留調整槽(12)の周囲に巻き付けるようにらせん形状に形成された浮上分離槽用輸送管(14)と、を備えた濁水処理装置(1)を用い、
先ず、原水(濁水)を前記浮上分離槽(3)に投入し、ここでスカムと浮上処理水とに分離し、スカムはそのまま排出し、
次に、浮上分離槽(3)から沈降分離槽用輸送管(8)で浮上処理水を輸送し、これに凝集剤を添加して前記沈降分離槽(2)のセンターウェル部(7)に投入し、沈降するスラリーと沈降処理水とに分離し、
最後に、前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、前記貯留調整槽(12)に一時貯留して、処理量を調整してから、そのまま沈降処理水は沈降処理水排出口(13)から公共水域に排出して処理を完了させる、ことを特徴とする。
In addition, the turbid water treatment method of the present invention uses a turbid water treatment device (1) that has both sedimentation separation and levitation separation and can change the treatment order for turbid water generated at construction work and construction sites, and then sediments from levitation separation. It is a turbid water treatment method that treats in the order of separation.
A tubular settling separation tank (2) having a slurry discharge port (4) for discharging the slurry at the bottom and separating the object to be treated into the slurry and the settling treated water.
A tubular center well portion (7) for charging an object to be treated, which is attached to the inside of the sedimentation separation tank (2) from the upper part to the lower part,
The sedimentation treatment water drainage port (13) is provided on the outer periphery of the sedimentation separation tank (2) and is connected to an on-off valve (5) for discharging the sedimentation treatment water at the bottom. A storage adjustment tank (12) that temporarily stores the sedimentation treated water that has overflowed from the upper edge of the sedimentation separation tank (2) and has been separated and removed from the slurry by opening and closing the on-off valve (5).
A scum discharge tank (17) having a scum discharge port (15) for discharging scum at the upper part and a settling treated water / raw water inlet (16) for charging the object to be treated at the lower part, and a partition wall (adjacent to the scum discharge tank (17)). The levitation treated water discharge tank (19) communicating below 18) and the levitation treated water discharge tank (19) are provided in the vertical direction so that the length can be adjusted in the vertical direction in order to adjust the water level. In addition, a floating separation tank (3) that separates the object to be treated into scum and floating treated water, which consists of a level-adjusted discharge cylinder (20) that overflows and discharges the floating treated water.
A transport pipe (8) for a sedimentation separation tank that transports the object to be treated to the center well portion (7), and
Muddy water treatment including a transport pipe (14) for a floating separation tank formed in a spiral shape so as to be wound around the storage adjustment tank (12) for transporting the object to be treated to the floating separation tank (3). Using the device (1)
First, the raw water (turbid water) is put into the floating separation tank (3), separated into scum and levitation treated water, and the scum is discharged as it is.
Next, the levitation treated water is transported from the levitation separation tank (3) to the sedimentation separation tank transport pipe (8), and a flocculant is added thereto to the center well portion (7) of the sedimentation separation tank (2). It is charged and separated into sedimented slurry and sedimented treated water.
Finally, the sedimentation treatment water after discharging the slurry in the sedimentation separation tank (2) is temporarily stored in the storage adjustment tank (12) to adjust the treatment amount, and then the sedimentation treatment water is subjected to the sedimentation treatment as it is. It is characterized in that it is discharged from a water discharge port (13) to a public water area to complete the treatment.
Claims (6)
下部にスラリーを排出させるスラリー排出口(4)を有する、原水(濁水)をスラリーと沈降処理水とに分離する筒形状の沈降分離槽(2)と、
前記沈降分離槽(2)の内側に上部から下方へ向けて取り付けられた、凝集剤を添加した原水を投入する筒形状のセンターウェル部(7)と、
前記沈降分離槽(2)の外周に多重筒形状に設けられた、底部に沈降処理水を排出する沈降処理水排水口(13)を有する、該沈降分離槽(2)の上縁から溢流した沈降分離後の処理水を一時的に貯留する貯留調整槽(12)と、
上部にスカムを排出するスカム排出口(15)と下部に沈降処理水を投入する沈降処理水投入口(16)とを有するスカム排出槽(17)と、これに隣接して隔壁(18)の下方で連通する浮上処理水排出槽(19)とから成る、原水(濁水)又は処理水をスカムと浮上処理水とに分離する浮上分離槽(3)と、
原水(濁水)又は処理水を、前記センターウェル部(7)へ輸送する、沈降分離槽用輸送管(8)と、
前記貯留調整槽(12)から沈降処理水を前記浮上分離槽(3)へ輸送する、浮上分離槽用輸送管(14)と、を備えた、ことを特徴とする濁水処理装置。 It is a multi-cylindrical turbid water treatment device (1) that processes sedimentation separation and levitation separation in order for turbid water generated at construction works and construction sites.
A tubular sedimentation separation tank (2) having a slurry discharge port (4) at the bottom for separating raw water (turbid water) into slurry and sedimentation treated water.
A tubular center well portion (7) for pouring raw water to which a coagulant is added, which is attached to the inside of the sedimentation separation tank (2) from the upper part to the lower part.
Overflow from the upper edge of the sedimentation separation tank (2), which is provided on the outer periphery of the sedimentation separation tank (2) in a multi-cylindrical shape and has a sedimentation treatment water drain port (13) at the bottom for discharging the sedimentation treatment water. A storage adjustment tank (12) that temporarily stores the treated water after sedimentation and separation,
A scum discharge tank (17) having a scum discharge port (15) for discharging scum at the upper part and a settling treated water inlet (16) for charging settling treated water at the lower part, and a partition wall (18) adjacent thereto. A levitation separation tank (3) that separates raw water (turbid water) or treated water into scum and levitation treated water, which is composed of a levitation treated water discharge tank (19) that communicates below.
A transport pipe (8) for a sedimentation separation tank that transports raw water (turbid water) or treated water to the center well portion (7), and
A turbid water treatment apparatus including a transport pipe (14) for a floating separation tank that transports sedimentation treated water from the storage adjustment tank (12) to the floating separation tank (3).
先ず、原水(濁水)に凝集剤を添加して、前記沈降分離槽(2)内のセンターウェル部(7)に投入し、
該センターウェル部(7)から原水(濁水)を前記沈降分離槽(2)において、沈降するスラリーと沈降処理水とに分離し、
次に、前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、貯留調整槽(12)に輸送し、
最後に、前記貯留調整槽(12)に一時貯留して、処理量を調整してから、この沈降処理水を浮上分離槽(3)に輸送し、浮上するスカムと浮上処理水とに分離し、スカムはスカム排出口(15)から排出し、浮上処理水は浮上処理水排出口(21)から公共水域に排出して処理を完了させる、ことを特徴とする濁水処理装置を用いた濁水処理方法。 Sediment separation and levitation separation of turbid water generated at construction works and construction sites using a turbid water treatment device (1) provided with a storage adjustment tank (12) and a levitation separation tank (3) outside the sedimentation separation tank (2). This is a turbid water treatment method using a multi-cylindrical turbid water treatment device that sequentially treats
First, a flocculant is added to raw water (turbid water) and charged into the center well portion (7) in the sedimentation separation tank (2).
Raw water (turbid water) is separated from the center well portion (7) into sedimented slurry and sedimented treated water in the sedimentation separation tank (2).
Next, the sedimentation treated water after discharging the slurry in the sedimentation separation tank (2) is transported to the storage adjustment tank (12).
Finally, after temporarily storing in the storage adjustment tank (12) to adjust the treatment amount, the sedimentation treated water is transported to the floating separation tank (3) and separated into floating scum and floating treated water. , The scum is discharged from the scum discharge port (15), and the levitation treated water is discharged from the levitation treated water discharge port (21) to the public water area to complete the treatment. Muddy water treatment using a turbid water treatment device. Method.
先ず、原水(濁水)に、凝集剤を添加して浮上分離槽(3)に投入し、ここでスカムと浮上処理水とに分離し、スカムはそのまま排出し、
次に、浮上分離槽(3)から沈降分離槽用輸送管(8)で浮上処理水を、前記沈降分離槽(2)のセンターウェル部(7)に投入し、沈降するスラリーと沈降処理水とに分離し、
前記沈降分離槽(2)においてスラリーを排出した後の沈降処理水を、貯留調整槽(12)に一時貯留し、そのまま沈降処理水は沈降処理水排出口(13)から公共水域に排出して処理を完了させる、ことを特徴とする濁水処理装置を用いた濁水処理方法。 Sediment separation and levitation separation of turbid water generated at construction works and construction sites using a turbid water treatment device (1) provided with a storage adjustment tank (12) and a levitation separation tank (3) outside the sedimentation separation tank (2). This is a turbid water treatment method using a multi-cylindrical turbid water treatment device that sequentially treats
First, a flocculant is added to the raw water (turbid water) and put into the floating separation tank (3), where the scum and the floating treated water are separated, and the scum is discharged as it is.
Next, the levitation treated water is poured from the levitation separation tank (3) into the center well portion (7) of the sedimentation separation tank (2) through the transport pipe (8) for the sedimentation separation tank, and the slurry and the sedimentation treatment water are settled. Separated into
The sedimentation treated water after discharging the slurry in the sedimentation separation tank (2) is temporarily stored in the storage adjustment tank (12), and the sedimentation treatment water is discharged as it is from the sedimentation treatment water discharge port (13) to the public water area. A turbid water treatment method using a turbid water treatment device, which comprises completing the treatment.
When the levitation separation treatment is performed in the levitation separation tank (3), bubbles are generated in the levitation separation tank (3), and pollutants in raw water (turbid water) are adsorbed on the gas-liquid interface of the bubbles, and The method for treating turbid water using the turbid water treatment apparatus according to claim 4 or 5, wherein the substance is concentrated, floated, and discharged.
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JP2007069179A (en) * | 2005-09-09 | 2007-03-22 | Kyoshin Kogyo Co Ltd | Tornado type flocculation and precipitation apparatus |
JP2013086015A (en) * | 2011-10-18 | 2013-05-13 | Ihi Corp | Precipitator |
JP2017159213A (en) * | 2016-03-08 | 2017-09-14 | 栗田工業株式会社 | Flocculation treatment method and apparatus |
JP2018153729A (en) * | 2017-03-16 | 2018-10-04 | 水ing株式会社 | Water treatment agent, water treatment method, and water treatment device |
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