JP2003320375A - System for treating turbid water and automobile for treating turbid water mounting the same - Google Patents

System for treating turbid water and automobile for treating turbid water mounting the same

Info

Publication number
JP2003320375A
JP2003320375A JP2002125121A JP2002125121A JP2003320375A JP 2003320375 A JP2003320375 A JP 2003320375A JP 2002125121 A JP2002125121 A JP 2002125121A JP 2002125121 A JP2002125121 A JP 2002125121A JP 2003320375 A JP2003320375 A JP 2003320375A
Authority
JP
Japan
Prior art keywords
oxygen
raw water
treatment system
water
turbid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002125121A
Other languages
Japanese (ja)
Other versions
JP4005407B2 (en
Inventor
Masao Katsube
政男 勝部
Shinji Fukui
真司 福井
Tetsuro Matsumoto
哲朗 松本
Koichi Ishii
浩市 石井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MATSUE DOKEN KK
Yokogawa Electric Corp
Original Assignee
MATSUE DOKEN KK
Yokogawa Electric Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MATSUE DOKEN KK, Yokogawa Electric Corp filed Critical MATSUE DOKEN KK
Priority to JP2002125121A priority Critical patent/JP4005407B2/en
Publication of JP2003320375A publication Critical patent/JP2003320375A/en
Application granted granted Critical
Publication of JP4005407B2 publication Critical patent/JP4005407B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a system for treating turbid water which can improve the turbidity of water independently of the quantity of the turbid water and turbid material. <P>SOLUTION: The system comprises an oxygen dissolving device dissolving oxygen of a high concentration in raw water (turbid water), an iron electrolyzing device feeding iron ions to the raw water in which oxygen is dissolved, a rapid and slow agitating vessels agitating the ions fed from the iron electrolyzing device with the raw water and flocculating the turbid materials contained in the raw water to precipitate them, and a vessel for flocculation by injecting a flocculant to the treated water from the rapid and slow agitating vessels. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は濁水の処理システム
に関する。
TECHNICAL FIELD The present invention relates to a turbid water treatment system.

【0002】[0002]

【従来の技術】例えばトンネル掘削や地盤強化工事時に
発生する原水(濁水)の処理システムとしては、図4に
示す濁水処理システムが知られている。図4において、
1は例えばトンネル工事中に排出される濁水をトンネル
外部に排出するポンプである。2はポンプから排出され
た濁水を貯留する貯水槽、3は凝集剤混合槽であり、濁
水のpHを調整した後、ポリ塩化アルミニウム(以下P
ACという)が投入されて攪拌機(図示省略)などによ
り急速に攪拌される。この槽では比較的細かなフロック
が形成される。
2. Description of the Related Art For example, a turbid water treatment system shown in FIG. 4 is known as a raw water (turbid water) treatment system generated during tunnel excavation or ground reinforcement work. In FIG.
Reference numeral 1 denotes a pump for discharging muddy water discharged during tunnel construction to the outside of the tunnel, for example. 2 is a water storage tank for storing the turbid water discharged from the pump, 3 is a coagulant mixing tank, and after adjusting the pH of the turbid water, polyaluminum chloride (hereinafter P
AC) is charged and rapidly stirred by a stirrer (not shown). In this tank, relatively fine flock is formed.

【0003】4は凝集剤混合槽3の後段に配置された緩
速攪拌槽で、この槽では急速攪拌槽3で生成された比較
的細かなフロックを攪拌機(図示省略)などにより緩や
かに攪拌し、前段の凝集剤混合槽3で成長したフロック
を更に大きなフロックに成長させて沈殿させる。5は凝
集槽であり、緩速攪拌槽4で十分にフロック化されなか
った原水中の濁質に対して高分子凝集剤が注入される。
Reference numeral 4 denotes a slow stirring tank which is arranged in the latter stage of the flocculant mixing tank 3, in which relatively fine flocs produced in the rapid stirring tank 3 are gently stirred by a stirrer (not shown) or the like. The flocs grown in the coagulant mixing tank 3 in the previous stage are grown into larger flocs and precipitated. Reference numeral 5 denotes a coagulation tank, in which a polymer coagulant is injected into the suspended matter in the raw water which has not been sufficiently flocculated in the slow stirring tank 4.

【0004】6は沈殿分離槽で、前段で注入された高分
子凝集剤により更に凝集/沈殿が促進される。そして法
規制(200mg/L以下となった上澄み)を満足した
水が河川などに放水される。なお、図では省略するが各
槽には沈殿物の除去手段が付随され、沈殿した濁質は適
宜除去される。
Reference numeral 6 is a precipitation separation tank, in which aggregation / precipitation is further promoted by the polymer coagulant injected in the previous stage. Then, water satisfying legal regulations (supernatant having a concentration of 200 mg / L or less) is discharged to a river or the like. Although not shown in the figure, each tank is provided with a means for removing precipitates, and the suspended matter that has precipitated is appropriately removed.

【0005】[0005]

【発明が解決しようとする課題】例えばトンネル工事の
場合、貯水槽2に流入する濁水の量と濁度はトンネル掘
削時に増大し、掘削が中断されると減少する。また、ト
ンネル壁へのセメント吹き付け時にも増大する。
For example, in the case of tunnel construction, the amount and turbidity of turbid water flowing into the water tank 2 increases during tunnel excavation and decreases when the excavation is interrupted. It also increases when the cement is sprayed on the tunnel wall.

【0006】更に、トンネルの床に飛び散ったセメント
の固化防止のために行なわれる洗浄のための洗浄水の使
用や、地層の変化による水質(pH)の変化があり、湧
水量の増減等もある。
Further, there is a change in the water quality (pH) due to the use of washing water for preventing the solidification of the cement scattered on the floor of the tunnel, a change in the stratum, and an increase / decrease in the amount of spring water. .

【0007】ところで、従来のシステムにおいては濁水
の浄化手段としてPACや高分子凝集剤を用いている。
しかしながらPACによる凝集は凝集作用がpHや濁度
の成分により凝集沈殿しないこともあり、たとえ凝集し
たとしても濁度が法規制(200mg/L以下)を満足
することが難しいという問題があった。
By the way, in the conventional system, PAC or a polymer flocculant is used as a means for purifying turbid water.
However, agglomeration by PAC has a problem that the aggregating action may not agglomerate and settle due to components of pH and turbidity, and even if agglomerates, it is difficult to satisfy the legal regulation (200 mg / L or less).

【0008】また、粘土質の細かな濁質やセメントの成
分が流入した場合は凝集条件を見出すのが難しいという
問題があった。更にPACに含まれるアルミニウム(A
l)はアルツハイマー病の原因物質や農作物の生育阻害
元素でもあり、極力環境中への放出は抑えたいと云う要
求があった。
[0008] Further, there is a problem that it is difficult to find a coagulation condition when fine turbidity of clay and components of cement flow in. In addition, aluminum (A
l) is also a causative agent of Alzheimer's disease and an element that inhibits the growth of agricultural products, and there has been a demand to suppress the release into the environment as much as possible.

【0009】本発明は、このような実情に鑑みてなされ
たものであり、濁水の量や濁質、pHに関係なく水の濁
度改善が可能な濁水処理システムを提供することを目的
とする。
The present invention has been made in view of such circumstances, and an object thereof is to provide a turbid water treatment system capable of improving the turbidity of water regardless of the amount, turbidity, and pH of turbid water. .

【0010】[0010]

【課題を解決するための手段】上記目的を達成するため
に本発明は、請求項1においては、原水(濁水)に酸素
を高濃度に溶解する酸素溶解装置と、酸素が溶解された
原水に鉄イオンを供給する鉄電解装置と、この鉄電解装
置で供給されたイオンと原水を攪拌し、原水に含まれる
濁質をフロック化して沈降させる急速攪拌槽及び緩速攪
拌槽と、この緩速攪拌槽からの処理水に凝集剤を注入し
フロック化する凝集槽を含んで構成されたことを特徴と
している。
In order to achieve the above object, the present invention provides, in claim 1, an oxygen dissolving device for dissolving oxygen in raw water (turbid water) to a high concentration and a raw water in which oxygen is dissolved. An iron electrolysis device that supplies iron ions, a rapid stirring tank and a slow stirring tank that stir the ions and raw water supplied by this iron electrolysis device to flocculate and settle suspended matter contained in the raw water, and this slow speed It is characterized in that it is configured to include a flocculating tank for injecting a flocculant into the treated water from the stirring tank to form a floc.

【0011】請求項2においては、請求項1記載の濁水
処理システムにおいて、酸素溶解装置は原水への酸素溶
解能力が30mg/L以上であることを特徴としてい
る。
A second aspect of the present invention is the turbid water treatment system according to the first aspect, wherein the oxygen dissolving device has an ability of dissolving oxygen in raw water of 30 mg / L or more.

【0012】請求項3においては、請求項1または2記
載の濁水処理システムにおいて、凝集剤はアルギン酸ナ
トリウムであることを特徴としている。
A third aspect of the present invention is the turbid water treatment system according to the first or second aspect, wherein the flocculant is sodium alginate.

【0013】請求項4においては、請求項1乃至3いず
れかに記載の濁水処理システムにおいて、酸素溶解装置
は、密閉タンクに原水を供給するポンプと、前記密閉タ
ンクおよび/または前記原水に酸素を供給する酸素供給
手段と前記密閉タンク内に設けられた邪魔板とからな
り、前記ポンプから前記密閉タンク内に供給される原水
が前記邪魔板に向かって噴出するように配置したことを
特徴としている。
According to a fourth aspect of the present invention, in the turbid water treatment system according to any one of the first to third aspects, the oxygen dissolving device includes a pump for supplying raw water to the closed tank, and oxygen for the closed tank and / or the raw water. It is composed of an oxygen supply means for supplying and a baffle plate provided in the closed tank, and is arranged so that raw water supplied from the pump into the closed tank is jetted toward the baffle plate. .

【0014】請求項5においては、請求項1乃至3いず
れかに記載の濁水処理システムにおいて、酸素溶解装置
は、密閉タンクに原水を供給するポンプと、前記密閉タ
ンクおよび/または前記原水に酸素を供給する酸素供給
手段と前記密閉タンク内の気体溜まりに設けたノズルと
からなり、前記ポンプから供給される原水が前記ノズル
より水面に向かって噴出するように配置し、前記密閉タ
ンク内の原水が渦を巻くようにしたことを特徴としてい
る。
According to a fifth aspect of the present invention, in the turbid water treatment system according to any one of the first to third aspects, the oxygen dissolving device includes a pump for supplying raw water to the closed tank, and oxygen to the closed tank and / or the raw water. It consists of an oxygen supply means for supplying and a nozzle provided in a gas reservoir in the closed tank, and the raw water supplied from the pump is arranged so as to jet toward the water surface from the nozzle, and the raw water in the closed tank is It is characterized by making it swirl.

【0015】請求項6においては、請求項1乃至5いず
れかに記載の濁水処理システムにおいて、酸素溶解装置
は、ポンプと前記ポンプの後段に接続された乱流発生部
を備えた配管と、前記ポンプおよび/または前記配管に
気体を供給する気体供給手段とからなり、液体が配管内
を移送される間に配管内の乱流により気体が液体に溶解
するように配置したことを特徴としている。
According to a sixth aspect of the present invention, in the turbid water treatment system according to any one of the first to fifth aspects, the oxygen dissolving device includes a pump and a pipe having a turbulent flow generating section connected to the latter stage of the pump, It is characterized by comprising a pump and / or gas supply means for supplying gas to the pipe, and arranged so that the gas dissolves in the liquid due to turbulent flow in the pipe while the liquid is transported in the pipe.

【0016】請求項7においては、請求項1乃至6いず
れかに記載の濁水処理システムにおいて、前記処理水の
濁度を監視する監視手段を設け、濁度に応じて鉄の溶出
量を調節するために電解電流量を制御するようにしたこ
とを特徴としている。
According to a seventh aspect of the present invention, in the turbid water treatment system according to any one of the first to sixth aspects, a monitoring means for monitoring the turbidity of the treated water is provided, and the amount of iron eluted is adjusted according to the turbidity. Therefore, the feature is that the amount of electrolytic current is controlled.

【0017】請求項8においては、請求項1乃至7いず
れかに記載の濁水処理システムにおいて、前記処理水の
濁度を監視する監視手段を設け、濁度に応じて凝集剤の
注入量を制御するようにしたことを特徴としている。
According to an eighth aspect of the present invention, in the turbid water treatment system according to any one of the first to seventh aspects, monitoring means for monitoring the turbidity of the treated water is provided, and the injection amount of the coagulant is controlled according to the turbidity. It is characterized by doing so.

【0018】請求項9においては、請求項1乃至8いず
れかに記載の濁水処理システムにおいて、原水の水素イ
オン濃度(pH)を調節するために原水に炭酸ガスを溶
解させる手段を備えたことを特徴としている。
According to a ninth aspect, in the turbid water treatment system according to any of the first to eighth aspects, a means for dissolving carbon dioxide gas in the raw water is provided in order to adjust the hydrogen ion concentration (pH) of the raw water. It has a feature.

【0019】請求項10においては、請求項9記載の濁
水処理システムにおいて、原水の水素イオン濃度(p
H)を監視する監視手段を設け、pHを調節するために
炭酸ガスの溶解量を制御するようにしたことを特徴とし
ている。
According to a tenth aspect, in the turbid water treatment system according to the ninth aspect, the hydrogen ion concentration (p
It is characterized in that a monitoring means for monitoring H) is provided and the dissolved amount of carbon dioxide gas is controlled in order to adjust the pH.

【0020】請求項11においては、請求項1乃至8い
ずれかに記載の濁水処理システムにおいて、前記酸素溶
解装置により溶存酸素濃度を上昇させた原水の水素イオ
ン濃度(pH)を調節するために前記酸素溶解装置の後
段に炭酸ガスを原水に溶解させる手段を備えたことを特
徴としている。
According to an eleventh aspect, in the turbid water treatment system according to any one of the first to eighth aspects, the hydrogen ion concentration (pH) of the raw water whose dissolved oxygen concentration is increased by the oxygen dissolving device is adjusted. It is characterized in that a means for dissolving carbon dioxide gas in raw water is provided in the latter stage of the oxygen dissolving device.

【0021】請求項12においては、請求項11記載の
濁水処理システムにおいて、前記酸素溶解装置により溶
存酸素濃度を上昇させた原水の水素イオン濃度(pH)
を監視する監視手段を設け、pHを調節するために炭酸
ガスの溶解量を制御するようにしたことを特徴としてい
る。
According to a twelfth aspect of the present invention, in the turbid water treatment system according to the eleventh aspect, the hydrogen ion concentration (pH) of the raw water whose dissolved oxygen concentration is increased by the oxygen dissolving device.
Is provided, and the amount of dissolved carbon dioxide gas is controlled in order to adjust the pH.

【0022】請求項13においては、請求項1乃至12
いずれかに記載の濁水処理システムを搭載した濁水処理
用自動車であることを特徴としている。
In the thirteenth aspect, the first to twelfth aspects are provided.
It is characterized by being a turbid water treatment vehicle equipped with the turbid water treatment system according to any one of the claims.

【0023】[0023]

【発明の実施の形態】以下、本発明の実施の形態一例を
図面に基づいて説明する。図1は本発明の実施形態の一
例を示す濁水処理システムのブロック構成図である。な
お、図4に示す従来例と同一要素には同一符号を付して
いる。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a block configuration diagram of a turbid water treatment system showing an example of an embodiment of the present invention. The same elements as those in the conventional example shown in FIG. 4 are designated by the same reference numerals.

【0024】図1において、ポンプ1によって排出され
た原水(濁水)は貯水槽2に貯留される。この貯水槽2
には溶存酸素濃度計10が配置されており、貯水槽中の
溶存酸素濃度を監視している。11は酸素溶解装置であ
り、この酸素溶解装置11は例えば図2のようなものを
使用する。
In FIG. 1, raw water (turbid water) discharged by a pump 1 is stored in a water storage tank 2. This water tank 2
A dissolved oxygen concentration meter 10 is installed in the tank to monitor the dissolved oxygen concentration in the water tank. Reference numeral 11 denotes an oxygen dissolving device, and the oxygen dissolving device 11 uses, for example, one as shown in FIG.

【0025】図2の酸素溶解装置11について簡単に説
明する。20は密閉タンクである。この密閉タンク20
には原水貯水槽2からの濁水がポンプ26を介して送水
され所定のレベルに貯留されている。21は密閉タンク
20内の水位を測定するレベル計、22は調節弁であ
り、図では省略するが濁水の水位を所定のレベルに維持
するように調節弁22の開閉若しくは絞りを調節するた
めの制御手段を備えている。
The oxygen dissolving apparatus 11 shown in FIG. 2 will be briefly described. 20 is a closed tank. This closed tank 20
The turbid water from the raw water storage tank 2 is sent through the pump 26 and stored at a predetermined level. Reference numeral 21 is a level meter for measuring the water level in the closed tank 20, and 22 is a control valve. Although not shown in the figure, it is used to adjust the opening / closing or throttle of the control valve 22 so as to maintain the water level of the muddy water at a predetermined level. Equipped with control means.

【0026】また、密閉タンク20の空間20aには酸
素ボンベ23または、酸素発生装置24から所定圧力で
酸素が供給されている。25はタンク20内の圧力を監
視するための圧力計であり、図では省略するが圧力計2
5からの信号に基づいて酸素ボンベ23や酸素発生装置
24の圧力を調節するための制御手段を備えている。2
7はタンク20の底に沈殿した泥などを排出するための
ドレイン弁である。
Further, oxygen is supplied to the space 20a of the closed tank 20 from the oxygen cylinder 23 or the oxygen generator 24 at a predetermined pressure. Reference numeral 25 is a pressure gauge for monitoring the pressure in the tank 20, and although not shown in the figure, the pressure gauge 2
Control means is provided for adjusting the pressure of the oxygen cylinder 23 and the oxygen generator 24 based on the signal from 5. Two
Reference numeral 7 is a drain valve for discharging the mud or the like settled on the bottom of the tank 20.

【0027】なお、ポンプ26を介して送水された濁水
をタンク20に貯留された濁水の水面下に配置した邪魔
板28に向けて噴射し、著しく泡立たせることにより、
気体と液体が効率良く混合・溶解するように構成されて
おり、酸素を30mg/L以上溶け込ませることができ
る。酸素を高濃度に溶解した濁水は調節弁22および流
量計12を介して鉄電解装置13に送られる。
The turbid water sent through the pump 26 is jetted toward the baffle 28 disposed below the surface of the turbid water stored in the tank 20 to make it remarkably foam.
It is configured so that gas and liquid are efficiently mixed and dissolved, and oxygen can be dissolved in 30 mg / L or more. Turbid water in which oxygen is dissolved at a high concentration is sent to the iron electrolysis device 13 via the control valve 22 and the flow meter 12.

【0028】また、酸素を溶け込ませる手段としては図
2の一点鎖線で囲ったA部に示すようにノズルの先端を
タンクの内壁近傍に配置し、ポンプから供給される原水
がノズルより水面に向かって斜め方向から噴出するよう
に配置して密閉タンク20内の原水が渦を巻くようにし
て気体と液体(原水)が効率良く混合・溶解するように
することができる。
As means for dissolving oxygen, the tip of the nozzle is arranged near the inner wall of the tank as shown by the portion A surrounded by the alternate long and short dash line in FIG. 2, and raw water supplied from the pump is directed toward the water surface from the nozzle. The raw water in the closed tank 20 can be swirled so that the gas and the liquid (raw water) are efficiently mixed and dissolved.

【0029】更に、ポンプ26の後段に乱流発生部29
を備えた配管を接続するとともに、ポンプ26や配管に
気体を供給する気体供給手段(図示省略)を設けて、液
体が配管内を移送される間に配管内の乱流により気体が
原水に溶解するようにすることもできる。
Further, a turbulent flow generator 29 is provided downstream of the pump 26.
A gas supply means (not shown) for supplying gas to the pump 26 and the pipe is provided in addition to the connection of the pipe provided with, and the gas is dissolved in the raw water by the turbulent flow in the pipe while the liquid is transferred in the pipe. You can also choose to do so.

【0030】鉄電解装置13に供給する限水は、調節弁
22を介して所定流量になるように制御され、また、タ
ンク内の空間20aのガス圧が一定になるようにポンプ
26の回転数をインバータ(図示省略)により制御する
ことによってタンク内で溶けた溶存酸素濃度が一定にな
り、且つ電力消費を抑え、効率的な運転をすることがで
きる。
The limited water supplied to the iron electrolysis apparatus 13 is controlled to a predetermined flow rate through the control valve 22, and the rotation speed of the pump 26 is adjusted so that the gas pressure in the space 20a in the tank becomes constant. Is controlled by an inverter (not shown), the concentration of dissolved oxygen dissolved in the tank becomes constant, power consumption is suppressed, and efficient operation can be performed.

【0031】図3は鉄電解装置13の一例を示す要部構
成図である。図において溶出槽30には鉄電極31,3
2が設けられ直流電源33により電圧が印加され、酸素
が高濃度に溶解した濁水に鉄イオンFe2+が溶解して
供給される。
FIG. 3 is a main part configuration diagram showing an example of the iron electrolysis apparatus 13. In the figure, the elution tank 30 has iron electrodes 31, 3
2 is provided and a voltage is applied by the DC power supply 33, and iron ions Fe 2+ are dissolved and supplied in turbid water in which oxygen is dissolved in a high concentration.

【0032】上述の装置において、酸素溶解装置11で
高濃度の酸素を溶解した濁水が矢印イから送水されると
Fe2+は溶存酸素を利用して酸化処理されてFe3+
になりながら矢印ロで示す急速攪拌槽3へ流出する。
In the above-mentioned apparatus, when muddy water in which a high concentration of oxygen is dissolved in the oxygen dissolution apparatus 11 is sent from the arrow a, Fe 2+ is oxidized by utilizing dissolved oxygen to produce Fe 3+.
While flowing into the rapid stirring tank 3 indicated by the arrow B.

【0033】図1に戻り、急速攪拌槽3から緩速攪拌槽
4を経て濁質がフロック化されて沈殿し、浄化された処
理水は凝集槽5へ流入するが、本発明ではここでアルギ
ン酸ナトリウムを混入する。アルギン酸ナトリウムは従
来水道水に混入され凝集効果は高分子凝集剤よりも凝集
力は劣るものの、人と自然に対して安全な成分からなっ
ている。
Returning to FIG. 1, suspended solids are flocculated and settled from the rapid stirring tank 3 through the slow stirring tank 4, and the purified treated water flows into the coagulation tank 5. In the present invention, alginic acid is used here. Mix with sodium. Conventionally, sodium alginate is mixed with tap water and has an aggregating effect less than that of a polymer aggregating agent, but it is a component safe to humans and nature.

【0034】凝集槽5でアルギン酸ナトリウムが混入さ
れた処理水は沈殿分離槽6に送出される。沈殿分離槽6
には汚泥濃度(MLSS)計14が備えられて濁度を監
視しており、その出力信号に応じてアルギン酸ナトリウ
ムの混入量が増減される。
The treated water mixed with sodium alginate in the flocculation tank 5 is sent to the precipitation separation tank 6. Sedimentation tank 6
Is equipped with a sludge concentration (MLSS) meter 14 to monitor turbidity, and the amount of sodium alginate mixed is increased or decreased according to the output signal.

【0035】なお、図1に示すように原水貯水槽2に炭
酸ガスを溶解させる炭酸ガス注入手段25と水素イオン
(pH)測定手段26を設け、原水のpHを5程度に調
節することにより、後段の鉄溶解装置の鉄電極の溶出を
促進することができる(鉄の溶出は汚泥の凝縮効果を高
める)。
As shown in FIG. 1, carbon dioxide injection means 25 for dissolving carbon dioxide gas and hydrogen ion (pH) measuring means 26 are provided in the raw water storage tank 2 to adjust the pH of the raw water to about 5. It is possible to accelerate the elution of the iron electrode of the iron dissolving device in the latter stage (the elution of iron enhances the sludge condensation effect).

【0036】炭酸ガスを溶解させる炭酸ガス注入手段2
5の設置箇所は原水貯水槽2に限ることなく鉄電解装置
の前段であればよい。例えば、酸素溶解装置11の後段
に設け、その後段(例えば急速攪拌槽3)にpH測定手
段を設けてそのpH測定手段の測定信号に基づいて炭酸
ガスの溶解量を調節するようにしてもよい。
Carbon dioxide injection means 2 for dissolving carbon dioxide
The installation location of 5 is not limited to the raw water storage tank 2 and may be any stage before the iron electrolysis device. For example, it may be provided in the latter stage of the oxygen dissolving device 11 and in the latter stage (for example, the rapid stirring tank 3), pH measuring means may be provided to adjust the dissolved amount of carbon dioxide gas based on the measurement signal of the pH measuring means. .

【0037】また、図では省略するが、図2に示す酸素
溶解装置と図3に示す鉄電解装置及び凝集剤注入装置、
炭酸ガス注入手段、これらの制御装置等をパッケージと
して車両に搭載して、各作業所に移動可能とすることが
できる。
Although not shown in the figure, the oxygen dissolving apparatus shown in FIG. 2 and the iron electrolysis apparatus and coagulant injection apparatus shown in FIG.
The carbon dioxide gas injecting means, these control devices, and the like can be mounted on a vehicle as a package and can be moved to each work place.

【0038】本発明の以上の説明は、説明および例示を
目的として特定の好適な実施例を示したに過ぎない。し
たがって本発明はその本質から逸脱せずに多くの変更、
変形をなし得ることは当業者に明らかである。例えば酸
素溶解装置や鉄電解装置の構成は実施例に限るものでは
ない。特許請求の範囲の欄の記載により定義される本発
明の範囲は、その範囲内の変更、変形を包含するものと
する。
The above description of the present invention has been presented only with reference to particular preferred embodiments for purposes of illustration and illustration. Accordingly, the invention is subject to many modifications without departing from its essence,
It will be apparent to those skilled in the art that variations can be made. For example, the configurations of the oxygen dissolution device and the iron electrolysis device are not limited to the embodiments. The scope of the present invention, which is defined by the description in the scope of claims, includes changes and modifications within the scope.

【0039】[0039]

【発明の効果】請求項1乃至3の発明によれば、原水
(濁水)に酸素を高濃度に溶解し、この原水に鉄イオン
を供給する鉄電解装置を備えている。このためPACを
混入する従来の装置に比較して比重が大きく沈殿速度の
速い密なフロックを形成することができる。そのため、
濁水の処理効率が良く、後段での処理に人や自然に対し
て有害な高分子凝集剤を使用する必要がない。
According to the first to third aspects of the invention, there is provided an iron electrolysis device which dissolves oxygen in the raw water (turbid water) to a high concentration and supplies iron ions to the raw water. Therefore, it is possible to form dense flocs having a large specific gravity and a high sedimentation rate as compared with a conventional apparatus in which PAC is mixed. for that reason,
The treatment efficiency of muddy water is good, and it is not necessary to use a polymer flocculant harmful to humans and nature in the subsequent treatment.

【0040】請求項4乃至6の発明によれば、邪魔板に
原水を衝突させたり、ノズルの噴出方向を工夫すること
により密閉タンクの原水に渦巻きを生じさせたり、乱流
発生手段や配管に気体を供給する気体供給手段を設ける
ことにより気体と液体を効率良く混合・溶解させること
ができる。
According to the fourth to sixth aspects of the invention, the raw water is collided with the baffle plate, or the raw water in the closed tank is swirled by devising the jetting direction of the nozzle, and the turbulent flow generating means and the piping are provided. By providing the gas supply means for supplying the gas, the gas and the liquid can be efficiently mixed and dissolved.

【0041】請求項7または8の発明によれば、処理水
の汚れの程度を監視する監視手段を設け、汚れの程度に
応じて凝集剤の注入を制御するようにしたので、高価な
凝集剤を最適な分量だけ混入すれば良いのでランニング
コストの安い濁水処理システムを実現することができ
る。
According to the invention of claim 7 or 8, since the monitoring means for monitoring the degree of contamination of the treated water is provided and the coagulant injection is controlled in accordance with the degree of contamination, the expensive coagulant is expensive. Since it suffices to mix only the optimum amount of the above, it is possible to realize a turbid water treatment system with a low running cost.

【0042】請求項9乃至12の発明によれば、原水の
pHを調整するするために炭酸ガス注入手段を設けた
り、原水のpHを監視して炭酸ガスの注入を制御するよ
うにしたので、鉄溶解装置の鉄電極の溶出を促進して汚
泥の凝縮効果を高めるすることができる。
According to the ninth to twelfth aspects of the invention, the carbon dioxide gas injection means is provided to adjust the pH of the raw water, or the carbon dioxide injection is controlled by monitoring the pH of the raw water. It is possible to promote the elution of the iron electrode of the iron dissolving device and enhance the sludge condensation effect.

【0043】請求項13の発明によれば、酸素溶解装
置、鉄電解装置及び凝集剤注入制御手段をパッケージと
して車載可能としたので、全国の工事現場で使用されて
いる多くの濁水処理システムに容易に適用することがで
き迅速な据え付け撤去が可能である。
According to the thirteenth aspect of the present invention, the oxygen dissolving device, the iron electrolyzing device and the coagulant injection control means can be mounted on the vehicle as a package. Therefore, it is easy for many turbid water treatment systems used at construction sites nationwide. It can be applied to and can be installed and removed quickly.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施形態の一例を示す濁水処理システ
ムのブロック構成図である。
FIG. 1 is a block configuration diagram of a turbid water treatment system showing an example of an embodiment of the present invention.

【図2】酸素溶解装置の一例を示す構成図である。FIG. 2 is a configuration diagram showing an example of an oxygen dissolving device.

【図3】鉄電解装置の一例を示す構成図である。FIG. 3 is a configuration diagram showing an example of an iron electrolysis device.

【図4】従来の濁水処理システムの一例を示すブロック
構成図である。
FIG. 4 is a block diagram showing an example of a conventional turbid water treatment system.

【符号の説明】[Explanation of symbols]

1 ポンプ 2 原水(濁水)貯水槽 3 急速攪拌槽 4 緩速攪拌槽 5 凝集槽 6 沈殿分離槽 10 溶存酸素計 11 酸素溶解装置 12 流量計 13 鉄電解装置 14 汚泥濃度(MLSS)計 22 調節弁 25 炭酸ガス注入装置 26 水素イオン(pH)測定装置 1 pump 2 Raw water (turbid water) water tank 3 rapid stirring tank 4 Slow stirring tank 5 aggregation tank 6 sedimentation tank 10 Dissolved oxygen meter 11 Oxygen dissolver 12 Flowmeter 13 Iron electrolysis device 14 Sludge concentration (MLSS) meter 22 Control valve 25 Carbon dioxide injection device 26 Hydrogen ion (pH) measuring device

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) B60P 3/00 B60P 3/00 Q C02F 1/463 E21D 9/06 301U 1/465 C02F 1/46 102 E21D 9/06 301 (72)発明者 松本 哲朗 東京都武蔵野市中町2丁目9番32号 横河 電機株式会社内 (72)発明者 石井 浩市 東京都武蔵野市中町2丁目9番32号 横河 電機株式会社内 Fターム(参考) 2D054 DA35 4D015 BA10 BA12 BA19 BB09 BB12 CA10 DA12 DB33 EA03 EA07 EA13 EA16 EA32 FA01 FA25 FA28 4D061 DA10 DB11 EA07 EB01 EB04 EB28 EB39 ED06 FA11 FA14 GC02 GC12 4G035 AA01 AB04 AC15 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) B60P 3/00 B60P 3/00 Q C02F 1/463 E21D 9/06 301U 1/465 C02F 1/46 102 E21D 9/06 301 (72) Inventor Tetsuro Matsumoto 2-932 Nakamachi, Musashino City, Tokyo Yokogawa Electric Co., Ltd. (72) Inventor Hiroshi Ishii 2-932 Nakamachi, Musashino City, Tokyo Yokogawa Electric Co., Ltd. In-house F-term (reference) 2D054 DA35 4D015 BA10 BA12 BA19 BB09 BB12 CA10 DA12 DB33 EA03 EA07 EA13 EA16 EA32 FA01 FA25 FA28 4D061 DA10 DB11 EA07 EB01 EB04 EB28 EB39 ED06 FA11 FA14 GC02 GC12 4G0415 AA AB

Claims (13)

【特許請求の範囲】[Claims] 【請求項1】原水(濁水)に酸素を高濃度に溶解する酸
素溶解装置と、酸素が溶解された原水に鉄イオンを供給
する鉄電解装置と、この鉄電解装置で供給されたイオン
と原水を攪拌し、原水に含まれる濁質をフロック化して
沈降させる急速攪拌槽及び緩速攪拌槽と、この緩速攪拌
槽からの処理水に凝集剤を注入しフロック化する凝集槽
を含んで構成されたことを特徴とする濁水処理システ
ム。
1. An oxygen dissolving device for dissolving oxygen in raw water (turbid water) at a high concentration, an iron electrolysis device for supplying iron ions to raw water in which oxygen is dissolved, and ions and raw water supplied by the iron electrolysis device. Containing a rapid agitation tank and a slow agitation tank that agitate the water to flocculate the sediment contained in the raw water and settle it, and a flocculation tank that injects a flocculant into the treated water from the slow agitation tank to form a floc. The turbid water treatment system characterized in that
【請求項2】酸素溶解装置は原水への酸素溶解能力が3
0mg/L以上であることを特徴とする請求項1記載の
濁水処理システム。
2. The oxygen dissolving device has an oxygen dissolving ability of 3 in raw water.
The turbid water treatment system according to claim 1, wherein the turbid water treatment system is 0 mg / L or more.
【請求項3】凝集剤はアルギン酸ナトリウムであること
を特徴とする請求項1又は2に記載の濁水処理システ
ム。
3. The turbid water treatment system according to claim 1, wherein the coagulant is sodium alginate.
【請求項4】酸素溶解装置は、密閉タンクに原水を供給
するポンプと、前記密閉タンクおよび/または前記原水
に酸素を供給する酸素供給手段と前記密閉タンク内に設
けられた邪魔板とからなり、前記ポンプから前記密閉タ
ンク内に供給される原水が前記邪魔板に向かって噴出す
るように配置したことを特徴とする請求項1乃至3いず
れかに記載の濁水処理システム。
4. An oxygen dissolving device comprises a pump for supplying raw water to a closed tank, an oxygen supply means for supplying oxygen to the closed tank and / or the raw water, and a baffle plate provided in the closed tank. The turbid water treatment system according to any one of claims 1 to 3, wherein the raw water supplied from the pump into the closed tank is arranged to jet toward the baffle plate.
【請求項5】酸素溶解装置は、密閉タンクに原水を供給
するポンプと、前記密閉タンクおよび/または前記原水
に酸素を供給する酸素供給手段と前記密閉タンク内の気
体溜まりに設けたノズルとからなり、前記ポンプから供
給される原水が前記ノズルより水面に向かって噴出する
ように配置し、前記密閉タンク内の原水が渦を巻くよう
にしたことを特徴とする請求項1乃至3いずれかに記載
の濁水処理システム。
5. An oxygen dissolving device comprises a pump for supplying raw water to a closed tank, an oxygen supply means for supplying oxygen to the closed tank and / or the raw water, and a nozzle provided in a gas reservoir in the closed tank. 4. The raw water supplied from the pump is arranged so as to be jetted from the nozzle toward the water surface, and the raw water in the closed tank is swirled. Turbid water treatment system described.
【請求項6】酸素溶解装置は、ポンプと前記ポンプの後
段に接続された乱流発生部を備えた配管と、前記ポンプ
および/または前記配管に気体を供給する気体供給手段
とからなり、液体が配管内を移送される間に配管内の乱
流により気体が液体に溶解するように配置したことを特
徴とする請求項1乃至5いずれかに記載の濁水処理シス
テム。
6. An oxygen dissolving device comprises a pump and a pipe provided with a turbulent flow generator connected to the latter stage of the pump, and a gas supply means for supplying a gas to the pump and / or the pipe. The turbid water treatment system according to any one of claims 1 to 5, wherein the gas is dissolved in the liquid by the turbulent flow in the pipe while being transferred in the pipe.
【請求項7】前記処理水の濁度を監視する監視手段を設
け、濁度に応じて鉄の溶出量を調節するために電解電流
量を制御するようにしたことを特徴とする請求項1乃至
6いずれかに記載の濁水処理システム。
7. A monitoring means for monitoring the turbidity of the treated water is provided, and the electrolytic current amount is controlled in order to adjust the elution amount of iron according to the turbidity. The turbid water treatment system according to any one of 1 to 6.
【請求項8】前記処理水の濁度を監視する監視手段を設
け、濁度に応じて凝集剤の注入量を制御するようにした
ことを特徴とする請求項 1乃至7いずれかに記載の濁水
処理システム。
8. A monitoring means for monitoring the turbidity of the treated water is provided to control the injection amount of the coagulant according to the turbidity. Turbid water treatment system.
【請求項9】原水の水素イオン濃度を調節するために原
水に炭酸ガスを溶解させる炭酸ガス注入手段を備えたこ
とを特徴とする請求項 1乃至8いずれかに記載の濁水処
理システム。
9. The turbid water treatment system according to claim 1, further comprising carbon dioxide injection means for dissolving carbon dioxide in the raw water in order to adjust the hydrogen ion concentration of the raw water.
【請求項10】原水の水素イオン濃度を監視する監視手
段を設け、水素イオン濃度を調節するために炭酸ガスの
溶解量を制御するようにしたことを特徴とする請求項9
記載の濁水処理システム。
10. A monitoring means for monitoring the hydrogen ion concentration of the raw water is provided, and the dissolved amount of carbon dioxide gas is controlled in order to adjust the hydrogen ion concentration.
Turbid water treatment system described.
【請求項11】前記酸素溶解装置により溶存酸素濃度を
上昇させた原水の水素イオン濃度を調節するために前記
酸素溶解装置の後段に炭酸ガスを原水に溶解させる炭酸
ガス注入手段を備えたことを特徴とする請求項 1乃至8
いずれかに記載の濁水処理システム。
11. A carbon dioxide gas injection means for dissolving carbon dioxide gas in raw water is provided at a subsequent stage of the oxygen dissolution device to adjust the hydrogen ion concentration of the raw water whose dissolved oxygen concentration has been increased by the oxygen dissolution device. Claims 1 to 8 characterized
The turbid water treatment system according to any one.
【請求項12】前記酸素溶解装置により溶存酸素濃度を
上昇させた原水の水素イオン濃度を監視する監視手段を
設け、水素イオン濃度を調節するために炭酸ガスの溶解
量を制御するようにしたことを特徴とする請求項11記
載の濁水処理システム。
12. A monitoring means for monitoring the hydrogen ion concentration of the raw water whose dissolved oxygen concentration has been raised by the oxygen dissolving device is provided, and the dissolved amount of carbon dioxide gas is controlled in order to adjust the hydrogen ion concentration. The turbid water treatment system according to claim 11, wherein
【請求項13】請求項1乃至12いずれかに記載の濁水
処理システムを搭載したことを特徴とする濁水処理用自
動車。
13. A turbid water treatment vehicle comprising the turbid water treatment system according to any one of claims 1 to 12.
JP2002125121A 2002-04-26 2002-04-26 Muddy water treatment system and muddy water treatment vehicle equipped with the same Expired - Fee Related JP4005407B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002125121A JP4005407B2 (en) 2002-04-26 2002-04-26 Muddy water treatment system and muddy water treatment vehicle equipped with the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002125121A JP4005407B2 (en) 2002-04-26 2002-04-26 Muddy water treatment system and muddy water treatment vehicle equipped with the same

Publications (2)

Publication Number Publication Date
JP2003320375A true JP2003320375A (en) 2003-11-11
JP4005407B2 JP4005407B2 (en) 2007-11-07

Family

ID=29539932

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002125121A Expired - Fee Related JP4005407B2 (en) 2002-04-26 2002-04-26 Muddy water treatment system and muddy water treatment vehicle equipped with the same

Country Status (1)

Country Link
JP (1) JP4005407B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005152848A (en) * 2003-11-27 2005-06-16 Nishi Nippon Ryutai Giken:Kk System for recovering water bloom by electrochemical technique
WO2009028020A1 (en) * 2007-08-24 2009-03-05 Tokura Industries Co., Ltd. Gas dissolution apparatus
JP2013017916A (en) * 2011-07-07 2013-01-31 Shibaura Mechatronics Corp Gas-liquid mixed fluid generation device, gas-liquid mixed fluid generation method, treatment device and treatment method
JP2015040728A (en) * 2013-08-21 2015-03-02 株式会社リソースクリエイト Mobile type compact decontamination device
JP2018051533A (en) * 2016-09-30 2018-04-05 カーリットホールディングス株式会社 Apparatus and method for the production of hydrogen-containing water

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04244291A (en) * 1991-01-10 1992-09-01 Penta Ocean Constr Co Ltd Apparatus for purifying contaminated water by electrolytic treatment
JPH0847698A (en) * 1994-08-08 1996-02-20 Toray Ind Inc Water purifying method and device
JPH1034163A (en) * 1996-07-19 1998-02-10 Sentoku:Kk Water treatment method and tool for water treatment
JPH1133560A (en) * 1997-07-15 1999-02-09 Kurita Water Ind Ltd Flocculation treatment of cmp waste solution
JPH11207162A (en) * 1998-01-22 1999-08-03 Yamahiro:Kk Pressure type oxygen dissolving method
JP2000189774A (en) * 1998-12-28 2000-07-11 Yoshiyuki Sawada Gas dissolving device
WO2001060751A1 (en) * 2000-02-18 2001-08-23 Matsuedoken Co., Ltd. Apparatus for producing coagulant and water clarification apparatus using the same
JP2002079258A (en) * 2000-09-04 2002-03-19 Ebara Jitsugyo Co Ltd Method for treating hardly decomposable organic matter
WO2002026639A1 (en) * 2000-09-28 2002-04-04 Yoshiyuki Sawada Method and apparatus for clarification of water

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04244291A (en) * 1991-01-10 1992-09-01 Penta Ocean Constr Co Ltd Apparatus for purifying contaminated water by electrolytic treatment
JPH0847698A (en) * 1994-08-08 1996-02-20 Toray Ind Inc Water purifying method and device
JPH1034163A (en) * 1996-07-19 1998-02-10 Sentoku:Kk Water treatment method and tool for water treatment
JPH1133560A (en) * 1997-07-15 1999-02-09 Kurita Water Ind Ltd Flocculation treatment of cmp waste solution
JPH11207162A (en) * 1998-01-22 1999-08-03 Yamahiro:Kk Pressure type oxygen dissolving method
JP2000189774A (en) * 1998-12-28 2000-07-11 Yoshiyuki Sawada Gas dissolving device
WO2001060751A1 (en) * 2000-02-18 2001-08-23 Matsuedoken Co., Ltd. Apparatus for producing coagulant and water clarification apparatus using the same
JP2002079258A (en) * 2000-09-04 2002-03-19 Ebara Jitsugyo Co Ltd Method for treating hardly decomposable organic matter
WO2002026639A1 (en) * 2000-09-28 2002-04-04 Yoshiyuki Sawada Method and apparatus for clarification of water

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005152848A (en) * 2003-11-27 2005-06-16 Nishi Nippon Ryutai Giken:Kk System for recovering water bloom by electrochemical technique
WO2009028020A1 (en) * 2007-08-24 2009-03-05 Tokura Industries Co., Ltd. Gas dissolution apparatus
JP2013017916A (en) * 2011-07-07 2013-01-31 Shibaura Mechatronics Corp Gas-liquid mixed fluid generation device, gas-liquid mixed fluid generation method, treatment device and treatment method
JP2015040728A (en) * 2013-08-21 2015-03-02 株式会社リソースクリエイト Mobile type compact decontamination device
JP2018051533A (en) * 2016-09-30 2018-04-05 カーリットホールディングス株式会社 Apparatus and method for the production of hydrogen-containing water

Also Published As

Publication number Publication date
JP4005407B2 (en) 2007-11-07

Similar Documents

Publication Publication Date Title
JP2008534258A (en) Method and system for using activated sludge in a stabilized flocculation process to remove BOD and suspended solids
JP2009039683A (en) Turbid water treatment apparatus
JP4043710B2 (en) Water treatment method and water treatment apparatus using the method
JP4202207B2 (en) Coagulation separation device
KR100801981B1 (en) Swirl-type press apparatus for separation of solids and liquid
KR960001399B1 (en) Water treatment apparatus
JP2003320375A (en) System for treating turbid water and automobile for treating turbid water mounting the same
CN108083399B (en) A method of classification enhanced coagulation
KR101751250B1 (en) Water treatment system using flotation reactor using discharge ozone and ozone reactor
JP4079807B2 (en) Coagulation sedimentation equipment
JP4244769B2 (en) Aggregation apparatus and aggregation method
JP3230847B2 (en) Turbid water treatment equipment
CN114180689B (en) Magnetic coagulation water treatment method for separating and recycling in-situ magnetic seeds
KR100861536B1 (en) Cohesive agents throwing in apparatus for sewage and waste water treatment
CN105948208B (en) A kind of processing method of high cold district high dispersive, high fineness and scheelite beneficiation wastewater difficult to settle
SE467409B (en) PROCEDURE FOR SEPARATION OF SOLID PHASES FROM LIQUID MATERIALS
JPH0810785A (en) Activated sludge device
JP2007222835A (en) Turbid water treatment apparatus
JP2000334209A (en) Sand addition flocculating and settling device
JP2003181465A (en) Engineering method for decontaminating water bottom
KR102635172B1 (en) Ozone Oxidation Water Purification System With Enhanced Coagulation System And Method For Purifying Water Using Thereof
JPH11276807A (en) Flocculant and flocculation sedimentation equipment using the same
KR200215692Y1 (en) Magnetic cohesive sediment reactor
JP2002307071A (en) Turbid water treatment system
CN211226671U (en) Process system for removing sewage chromaticity

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060313

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20061214

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070125

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070820

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070823

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100831

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100831

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110831

Year of fee payment: 4

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110831

Year of fee payment: 4

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

LAPS Cancellation because of no payment of annual fees