JP2006272121A - Starting-up method of water treatment apparatus - Google Patents

Starting-up method of water treatment apparatus Download PDF

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Publication number
JP2006272121A
JP2006272121A JP2005094002A JP2005094002A JP2006272121A JP 2006272121 A JP2006272121 A JP 2006272121A JP 2005094002 A JP2005094002 A JP 2005094002A JP 2005094002 A JP2005094002 A JP 2005094002A JP 2006272121 A JP2006272121 A JP 2006272121A
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Japan
Prior art keywords
water
tank
insoluble matter
solid
sludge
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JP2005094002A
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Japanese (ja)
Inventor
Tomohiro Sekimoto
知洋 関本
Katsumi Shibata
克巳 柴田
Kazuki Hayashi
一樹 林
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Kurita Water Industries Ltd
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Kurita Water Industries Ltd
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Priority to JP2005094002A priority Critical patent/JP2006272121A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To quickly start up a water treatment apparatus in which raw water containing inorganic contaminant ions is reacted with an insolubilizing agent insolubilizing the inorganic contaminant ions to form insoluble matter, and to obtain sludge containing the insoluble matter and separated water by solid/liquid separation of the insoluble matter. <P>SOLUTION: In this starting-up method of the water treatment apparatus, prior to supply of the raw water to a reactor, the water treatment apparatus is filled with water, a compound containing inorganic contaminant ion sources is added to the reactor, and the insolubilizing agent is added to a mixing tank and water in the water treatment apparatus is circulated by operating a sludge returning means, and when the insoluble matter in a solid/liquid separating tank has reached a given amount, the addition of the compound is stopped, and supply of the raw water to the reactor is started. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、無機系汚染物イオンを含有する原水を、該無機系汚染物イオンを不溶化させ
る不溶化剤と反応させるて不溶物とし、これを固液分離して不溶物を含む汚泥と分離水を
得る水処理装置の立ち上げ方法に関する。
In the present invention, raw water containing inorganic pollutant ions is reacted with an insolubilizing agent that insolubilizes the inorganic pollutant ions to form an insoluble matter, which is solid-liquid separated to obtain sludge containing the insoluble matter and separated water. The present invention relates to a method for starting up a water treatment apparatus.

金属イオン含有する原水の処理において、反応槽で原水にアルカリを添加して金属水酸
化物の不溶物を生成させ、これを沈殿槽で固液分離し、分離水は処理水として放流し、金
属水酸化物の不溶物を含む汚泥は脱水処理して処分する方法がある。その際、固液分離し
た金属水酸化物の不溶物を含む汚泥を反応槽に返送し、不溶化を促進する方法もある。
In the treatment of raw water containing metal ions, an alkali is added to the raw water in the reaction tank to form an insoluble metal hydroxide, which is solid-liquid separated in the precipitation tank, and the separated water is discharged as treated water, There is a method of dewatering and disposing of sludge containing hydroxide insolubles. At that time, there is also a method of promoting insolubilization by returning the sludge containing the insoluble matter of the metal hydroxide separated into solid and liquid to the reaction tank.

また、濃縮性に富み、脱水性に優れた高濃度金属水酸化物汚泥を得る方法として、固液
分離した金属水酸化物を含む汚泥をあらかじめアルカリと混合してから、その混合物を原
水に添加するアルカリ汚泥法がある(引用文献1:特公昭61−156号公報)。
このアルカリ汚泥法では、高濃度で脱水性に優れた汚泥を安定して得ると共に、良好な処
理水の水質を維持するために、原水の中和によって生成する不溶物量(SS量)と返送汚
泥量の比を一定の範囲に維持することが必要である。
しかして、本出願人は、先にアルカリと混合する返送汚泥の固形分量を、アルカリと原水
とが反応して生成する不溶化物の量の15〜40倍とする重金属含有廃水の処理方法を提
案した(引用文献2:特開平5−57292号公報)。
In addition, as a method of obtaining highly concentrated metal hydroxide sludge that is rich in concentration and excellent in dewaterability, sludge containing metal hydroxide that has been separated into solid and liquid is mixed with alkali in advance, and the mixture is added to raw water There is an alkali sludge method (cited reference 1: Japanese Patent Publication No. 61-156).
In this alkaline sludge process, in order to stably obtain sludge with high concentration and excellent dewaterability, in order to maintain good quality of treated water, the amount of insoluble matter (SS amount) generated by neutralization of raw water and return sludge It is necessary to maintain the ratio of quantities within a certain range.
Therefore, the present applicant has proposed a method for treating heavy metal-containing wastewater in which the solid content of the returned sludge mixed with alkali is 15 to 40 times the amount of insolubilized product produced by the reaction of alkali and raw water. (Cited document 2: JP-A-5-57292).

フッ化物イオンやリン酸イオンを含有する原水の場合には、不溶化剤として消石灰や塩
化カルシウムのようなカルシウム化合物を不溶化剤として用いて不溶物を生成させ、これ
を沈殿槽で固液分離し、分離水は処理水として放流し、フッ化カルシウムやリン酸カルシ
ウムの不溶物を含む汚泥は脱水処理して処分する方法がある。その際、固液分離した不溶
物を含む汚泥を反応槽に返送し、不溶化を促進する方法もある。
In the case of raw water containing fluoride ions and phosphate ions, insoluble substances are generated using calcium compounds such as slaked lime and calcium chloride as insolubilizing agents as insolubilizing agents, and this is solid-liquid separated in a precipitation tank, There is a method in which the separated water is discharged as treated water, and sludge containing insoluble matter of calcium fluoride and calcium phosphate is dehydrated and disposed of. At that time, there is also a method of promoting insolubilization by returning sludge containing insoluble matter separated into solid and liquid to the reaction tank.

また、濃縮性に富み、脱水性に優れた、フッ化カルシウムやリン酸カルシウムの不溶物
を含む汚泥を得る方法として、原水に不溶化剤を直接添加せずに、固液分離したフッ化カ
ルシウムやリン酸カルシウムの不溶物を含む汚泥をあらかじめアルカリと混合してから、
その混合物を原水に添加する方法がある(引用文献3:特許第3457013公報、引用
文献4:特許第3468907号公報)。この方法においても、前述のアルカリ汚泥法と
同様に原水から生成する不溶物(SS量)と返送汚泥量の比を一定の範囲に維持すること
が必要である。
特公昭61−156号公報 特開平5−57292号公報 特許第3457013公報 特許第3468907号公報
In addition, as a method of obtaining sludge containing calcium fluoride and calcium phosphate insoluble matter, which is rich in concentration and excellent in dehydration, solid-liquid separated calcium fluoride and calcium phosphate can be obtained without adding an insolubilizer directly to the raw water. After mixing sludge containing insoluble matter with alkali beforehand,
There is a method of adding the mixture to raw water (Cited Document 3: Japanese Patent No. 3457013, Cited Document 4: Japanese Patent No. 3468907). Also in this method, it is necessary to maintain the ratio of the insoluble matter (SS amount) generated from raw water and the amount of returned sludge in a certain range, as in the above-described alkaline sludge method.
Japanese Patent Publication No. 61-156 Japanese Patent Laid-Open No. 5-57292 Japanese Patent No. 3457013 Japanese Patent No. 3468907

しかし、上記の方法を実施するための水処理装置を定常状態にまで立ち上げるには、二
週間から一月くらいの立ち上げ期間を要し、その間、所定水質の処理水が得られないとい
う問題があり、水処理装置をいかに早く立ち上げるかが課題となっていた。すなわち、通
常、新規の水処理装置を設置した場合、当初から所定水量および所定汚染物質濃度の原水
が排出されることはまれであり、低水量・低濃度の原水を処理しても固液分離槽内に不溶
物が蓄積できず、水処理装置の立ち上げに長い時間がかかっていた。
However, in order to start up a water treatment apparatus for carrying out the above method to a steady state, it takes a start-up period of two weeks to one month, and during that time, treated water with a predetermined water quality cannot be obtained. There was a problem, how quickly the water treatment device was started up. In other words, normally, when a new water treatment device is installed, it is rare that raw water with a predetermined amount of water and a predetermined pollutant concentration is discharged from the beginning. Insoluble matter could not be accumulated in the tank, and it took a long time to start up the water treatment device.

そこで本発明は、まず水処理装置に水張りを行い、次に反応槽に無機系汚染物イオン源
を含む化合物を添加し、不溶化剤を添加するとともに、汚泥返送手段を稼動させて水処理
装置内の水を循環させ、固液分離槽内に所定量の不溶物を蓄積することにより、短期間で
水処理装置の立ち上げができる方法を提供することを目的とする。
Therefore, the present invention first fills the water treatment device, then adds a compound containing an inorganic pollutant ion source to the reaction tank, adds an insolubilizing agent, and operates the sludge return means to operate the water treatment device. It is an object of the present invention to provide a method for starting up a water treatment apparatus in a short period of time by circulating water of water and accumulating a predetermined amount of insoluble matter in a solid-liquid separation tank.

本発明の請求項1に記載の水処理装置の立ち上げ方法は、前記無機系汚染物イオンと不
溶化剤とが反応して生成する不溶物を含む反応液を、前記不溶物を含む汚泥と分離液とに
固液分離する固液分離槽と、固液分離された前記不溶物を含む汚泥を、前記反応槽に返送
する汚泥返送手段と、を有する水処理装置の立ち上げ方法において、原水の前記反応槽へ
の供給に先立ち、まず水処理装置に水張りを行い、次に無機系汚染物イオン源を含む化合
物と前記不溶化剤とを反応槽に添加するとともに、前記汚泥返送手段を稼動させて水処理
装置内の水を循環させ、固液分離槽内の不溶物が所定量になった段階で前記化合物の添加
を止めて、原水の前記反応槽への供給を開始することを特徴とする。
The water treatment apparatus start-up method according to claim 1 of the present invention separates a reaction liquid containing insoluble matter produced by a reaction between the inorganic contaminant ions and an insolubilizing agent from sludge containing the insoluble matter. In a method for starting up a water treatment apparatus, comprising: a solid-liquid separation tank for solid-liquid separation into liquid; and sludge return means for returning sludge containing the insoluble matter separated into solid and liquid to the reaction tank. Prior to supplying to the reaction tank, the water treatment apparatus is first filled with water, then the compound containing the inorganic pollutant ion source and the insolubilizing agent are added to the reaction tank, and the sludge return means is operated. The water in the water treatment apparatus is circulated, the addition of the compound is stopped when the insoluble matter in the solid-liquid separation tank reaches a predetermined amount, and the supply of raw water to the reaction tank is started. .

また本発明の請求項2に記載の水処理装置の立ち上げ方法は、無機系汚染物イオンを含
有する原水を、該無機系汚染物イオンを不溶化させる不溶化剤と反応させる反応槽と、前
記無機系汚染物イオンと不溶化剤とが反応して生成する不溶物を含む反応液を、前記不溶
物を含む汚泥と分離液とに固液分離する固液分離槽と、固液分離された前記不溶物を含む
汚泥を、後記する混合槽に返送する汚泥返送手段と、返送されたされた前記不溶物を含む
汚泥と前記不溶化剤とを混合して混合物とする混合槽と、前記混合物を前記反応槽に添加
する添加手段とを有する水処理装置の立ち上げ方法において、原水の前記反応槽への供給
に先立ち、まず水処理装置に水張りを行い、次に反応槽に無機系汚染物イオン源を含む化
合物を添加し、混合槽には前記不溶化剤を添加するとともに、前記汚泥返送手段を稼動さ
せて水処理装置内の水を循環させ、固液分離槽内の不溶物が所定量になった段階で前記化
合物の添加を止めて、原水の前記反応槽への供給を開始することを特徴とする。
The water treatment apparatus startup method according to claim 2 of the present invention includes a reaction tank in which raw water containing inorganic contaminant ions is reacted with an insolubilizer that insolubilizes the inorganic contaminant ions; A solid-liquid separation tank for solid-liquid separation of a reaction liquid containing an insoluble matter produced by a reaction between a system contaminant ion and an insolubilizing agent into a sludge containing the insoluble matter and a separated liquid; Sludge returning means for returning sludge containing waste to a mixing tank to be described later, a mixing tank for mixing the returned sludge containing the insoluble matter and the insolubilizer, and reacting the mixture with the reaction In a method for starting up a water treatment apparatus having an addition means for adding to a tank, prior to supplying raw water to the reaction tank, the water treatment apparatus is first filled with water, and then an inorganic contaminant ion source is added to the reaction tank. A compound containing, While adding the solubilizer, the sludge return means is operated to circulate the water in the water treatment device, and when the insoluble matter in the solid-liquid separation tank reaches a predetermined amount, the addition of the compound is stopped, and the raw water Is started to be supplied to the reaction vessel.

本発明によれば、無機系汚染物イオンを含有する原水を、該無機系汚染物イオンを不溶
化させる不溶化剤と反応させるて不溶物とし、これを固液分離して不溶物を含む汚泥と分
離水を得る水処理装置の立ち上げを短期間に行うことができる。また、原水が水処理装置
に流入開始する前に、予め立ち上げておいて、原水の流入開始と同時に所定の水質の処理
水を得ることができる。
According to the present invention, raw water containing inorganic pollutant ions is reacted with an insolubilizing agent that insolubilizes the inorganic pollutant ions to form insoluble matter, which is separated from sludge containing insoluble matter by solid-liquid separation. The water treatment apparatus for obtaining water can be started up in a short time. In addition, before the raw water starts to flow into the water treatment apparatus, it is set up in advance, and treated water with a predetermined water quality can be obtained simultaneously with the start of the raw water inflow.

以下、図面を参照して本発明の、水処理装置の立ち上げ方法の実施の形態を詳細に説明
する。
Hereinafter, embodiments of a method for starting up a water treatment apparatus of the present invention will be described in detail with reference to the drawings.

図1,2は本発明の、水処理装置の立ち上げ方法の実施の形態を示す系統図である。な
お、図1及び図2において、同一機能を奏する部材には、同一符号を付してある。
1 and 2 are system diagrams showing an embodiment of a method for starting up a water treatment apparatus according to the present invention. In FIGS. 1 and 2, members having the same function are denoted by the same reference numerals.

図1において、1は原水(無機系汚染物イオン含有排水)の導入管であり、反応槽2に
原水を導入する。2Aは反応槽2に設けられたpH計、2Bは撹拌機である。3は反応槽
2内の液を、撹拌機4Aを備える凝集槽4に送給する配管であり、5は凝集槽4内の液を
固液分離槽6に送給する配管である。7は処理水の排出管、8は固液分離槽6で分離され
た汚泥の抜出管であり、系外への排出管8Aと、反応槽2への返送管8Bとに分岐してい
る。8Cは、分離された汚泥の一部を反応槽2へ返送するポンプである。9は反応槽2に
不溶化剤を供給する配管であり、10は凝集槽4にポリマー(高分子凝集剤)を供給する
配管である。
In FIG. 1, reference numeral 1 denotes an introduction pipe for raw water (inorganic pollutant ion-containing wastewater), which introduces raw water into the reaction tank 2. 2A is a pH meter provided in the reaction tank 2, and 2B is a stirrer. 3 is a pipe for feeding the liquid in the reaction tank 2 to the coagulation tank 4 provided with the stirrer 4A, and 5 is a pipe for feeding the liquid in the coagulation tank 4 to the solid-liquid separation tank 6. 7 is a discharge pipe for treated water, and 8 is a discharge pipe for sludge separated in the solid-liquid separation tank 6, which branches into a discharge pipe 8A to the outside of the system and a return pipe 8B to the reaction tank 2. . 8C is a pump that returns a part of the separated sludge to the reaction tank 2. 9 is a pipe for supplying an insolubilizing agent to the reaction tank 2, and 10 is a pipe for supplying a polymer (polymer flocculant) to the coagulation tank 4.

図1において、この水処理装置を立ち上げるには、まず、導入管から原水(無機系汚染
物イオン含有排水)を反応槽に導入する代わりに、反応槽2に工水を注入し、反応槽2、
凝集槽4および固液分離槽6に水張りを行う。次に無機系汚染物イオン源を添加し、配管
9から不溶化剤を供給するとともに、ポンプ8Cを稼動し、水の循環を行う。反応槽2で
は、無機系汚染物イオンと不溶化剤が反応して不溶物を生成し、反応液は凝集槽4に流入
する。凝集槽4では、配管10からポリマーが添加され、生成した不溶物は凝集して固液
分離しやすくなる。次に凝集した不溶物を含む液は、固液分離槽6に流入し、上澄水と濃
縮された不溶物を含む汚泥に分離される。上澄水は排出管7から排出せずに、濃縮された
不溶物を含む汚泥をポンプ8Cで反応槽2に返送する。原水を導入することなく、また上
澄水を排出することなく、無機系汚染物イオン源と不溶化剤の供給を継続して、固液分離
槽内に所定の汚泥が蓄積した段階で、無機系汚染物イオン源の供給を停止し、原水の反応
槽2への導入を開始するとともに、固液分離槽6内の上澄水を処理水として排水管7から
排出する。このようにして、図1に示す水処理装置の立ち上げが完了し、引き続き原水の
処理が行われる。
In FIG. 1, in order to start up this water treatment apparatus, first, instead of introducing raw water (inorganic pollutant ion-containing wastewater) from the introduction pipe into the reaction tank, industrial water is injected into the reaction tank 2, and the reaction tank 2,
The aggregation tank 4 and the solid-liquid separation tank 6 are filled with water. Next, an inorganic contaminant ion source is added, an insolubilizing agent is supplied from the pipe 9, and the pump 8C is operated to circulate water. In the reaction tank 2, the inorganic contaminant ions react with the insolubilizing agent to generate insoluble matter, and the reaction solution flows into the aggregation tank 4. In the aggregation tank 4, the polymer is added from the pipe 10, and the generated insoluble matter is aggregated to facilitate solid-liquid separation. Next, the liquid containing the aggregated insoluble matter flows into the solid-liquid separation tank 6 and is separated into supernatant water and sludge containing the concentrated insoluble matter. The supernatant water is not discharged from the discharge pipe 7, and the sludge containing the concentrated insoluble matter is returned to the reaction tank 2 by the pump 8C. Without introducing raw water and without draining the supernatant water, supply of inorganic pollutant ion source and insolubilizer is continued, and at the stage where the specified sludge has accumulated in the solid-liquid separation tank, inorganic pollutant The supply of the solid ion source is stopped, the introduction of raw water into the reaction tank 2 is started, and the supernatant water in the solid-liquid separation tank 6 is discharged from the drain pipe 7 as treated water. In this manner, the start-up of the water treatment apparatus shown in FIG. 1 is completed, and the raw water is subsequently treated.

図1は固液分離槽の分離汚泥を直接反応槽2に返送する例であるが、図2は図示の如く
、分離汚泥と不溶化剤とを、撹拌機11Aを備える混合槽11で予め混合してから供給路
12から反応槽2に送給する例である。
FIG. 1 shows an example in which the separated sludge in the solid-liquid separation tank is directly returned to the reaction tank 2, but as shown in FIG. 2, the separated sludge and the insolubilizer are mixed in advance in a mixing tank 11 equipped with a stirrer 11A. This is an example of feeding from the supply path 12 to the reaction tank 2 after that.

図2において、この水処理装置を立ち上げるには、まず、導入管から原水(無機系汚染
物イオン含有排水)を反応槽に導入する代わりに、反応槽2に工水を注入し、反応槽2、
凝集槽4および固液分離槽6に水張りを行う。次に無機系汚染物イオン源を添加し、配管
9から不溶化剤を供給するとともに、ポンプ8Cを稼動し、水の循環を行う。反応槽2で
は、無機系汚染物イオンと不溶化剤が反応して不溶物を生成し、反応液は凝集槽4に流入
する。凝集槽4では、配管10からポリマーが添加され、生成した不溶物は凝集して固液
分離しやすくなる。次に凝集した不溶物を含む液は、固液分離槽6に流入し、上澄水と濃
縮された不溶物を含む汚泥に分離される。上澄水は排出管7から排出せずに、濃縮された
不溶物を含む汚泥をポンプ8Cで混合槽11に送給する。原水を導入することなく、また
上澄水を排出することなく、無機系汚染物イオン源と不溶化剤の供給を継続して、固液分
離槽内に所定の汚泥が蓄積した段階で、無機系汚染物イオン源の供給を停止し、原水の反
応槽2への導入を開始するとともに、固液分離槽6内の上澄水を処理水として排水管7か
ら排出する。このようにして、図2に示す水処理装置の立ち上げが完了し、引き続き原水
の処理が行われる。
In FIG. 2, in order to start up this water treatment apparatus, first, instead of introducing raw water (inorganic pollutant ion-containing wastewater) from the introduction pipe into the reaction tank, industrial water is injected into the reaction tank 2, and the reaction tank 2,
The aggregation tank 4 and the solid-liquid separation tank 6 are filled with water. Next, an inorganic contaminant ion source is added, an insolubilizing agent is supplied from the pipe 9, and the pump 8C is operated to circulate water. In the reaction tank 2, the inorganic contaminant ions react with the insolubilizing agent to generate insoluble matter, and the reaction solution flows into the aggregation tank 4. In the agglomeration tank 4, the polymer is added from the pipe 10, and the generated insoluble matter is aggregated to facilitate solid-liquid separation. Next, the liquid containing the aggregated insoluble matter flows into the solid-liquid separation tank 6 and is separated into supernatant water and sludge containing the concentrated insoluble matter. The supernatant water is not discharged from the discharge pipe 7, but the sludge containing the concentrated insoluble matter is fed to the mixing tank 11 by the pump 8C. Without introducing raw water and without draining the supernatant water, supply of inorganic pollutant ion source and insolubilizer is continued, and at the stage where the specified sludge has accumulated in the solid-liquid separation tank, inorganic pollutant The supply of the solid ion source is stopped, the introduction of raw water into the reaction tank 2 is started, and the supernatant water in the solid-liquid separation tank 6 is discharged from the drain pipe 7 as treated water. In this manner, the start-up of the water treatment apparatus shown in FIG. 2 is completed, and the raw water is subsequently treated.

図1または図2において、凝集槽4は必ずしも必要とされないが、固液分離槽6の前段
に凝集槽4を設けて不溶化物の粗大化を図るのが実用的である。
In FIG. 1 or FIG. 2, the agglomeration tank 4 is not necessarily required, but it is practical to provide the agglomeration tank 4 in the previous stage of the solid-liquid separation tank 6 to increase the insolubilized material.

本発明に係る原水に含まれる無機系汚染物には、アルカリのみで不溶化できる金属イオ
ンの他、フッ素、リン酸、炭酸、亜硫酸などのように、アルカリ土類金属化合物のような
不溶化剤とともにpH調整のためのアルカリにを必要とするものもあり、この場合には、
適宜必要量のpH調整剤を添加する。
In addition to metal ions that can be insolubilized only with alkali, inorganic contaminants contained in the raw water according to the present invention have a pH together with insolubilizers such as alkaline earth metal compounds such as fluorine, phosphoric acid, carbonic acid, and sulfurous acid. Some require alkali for adjustment, in this case,
A necessary amount of pH adjuster is added as appropriate.

反応槽2における調整pH値は、原水中の無機系汚染物の種類や不溶化剤の種類等によ
っても異なるが、概ね6〜11の範囲である。具体的には、不溶化対象イオンがAl3+
,Fe3+の場合は好ましくはpH6〜7、F,PO 3−の場合は好ましくはpH8
〜10、Ni2+,Cd2+の場合は好ましくはpH10〜11である。
The adjusted pH value in the reaction tank 2 varies depending on the type of inorganic contaminants in the raw water, the type of insolubilizer, and the like, but is generally in the range of 6 to 11. Specifically, the ions to be insolubilized are Al 3+
, Fe 3+ is preferably pH 6-7, and F , PO 4 3- is preferably pH 8
-10, Ni 2+ , Cd 2+ is preferably pH 10-11.

以下、実施例を挙げて本発明をより具体的に説明する。   Hereinafter, the present invention will be described more specifically with reference to examples.

実施例1
フッ化物イオンを含む原水を、図2に示す装置で処理するにあたり、無機汚染源イオン
源としてフッ化水素酸を用い、不溶化剤として水酸化カルシウムを用いて装置の立ち上げ
を行った。
〔反応槽2〕
槽容量:12m
〔凝集槽4〕
槽容量:6m
〔固液分離槽(沈殿槽)6〕
分離面積:9m
有効容量:36m
〔混合槽11〕
槽容量:0.25m
反応槽2、凝集槽4および固液分離槽6に工水を水張りしたのち、反応槽2にフッ化水
素酸を純分で86g/分供給し、混合槽11へは水酸化カルシウムを純分で160g/分
供給するとともに、ポンプ8Cを稼動して、汚泥返送流量を0.10〜0.25m/分
まで徐々に上昇させて36時間連続運転したところ、固液分離槽6にはフッ化カルシウム
を高濃度に含む汚泥が蓄積され、返送汚泥濃度が50〜120g/Lになった。
Example 1
When the raw water containing fluoride ions was treated with the apparatus shown in FIG. 2, the apparatus was started up using hydrofluoric acid as the inorganic contamination source ion source and calcium hydroxide as the insolubilizing agent.
[Reaction tank 2]
Tank capacity: 12m 3
[Coagulation tank 4]
Tank capacity: 6m 3
[Solid-liquid separation tank (precipitation tank) 6]
Separation area: 9m 2
Effective capacity: 36m 3
[Mixing tank 11]
Tank capacity: 0.25m 3
After filling the reaction tank 2, the coagulation tank 4 and the solid-liquid separation tank 6 with water, 86 g / min of hydrofluoric acid is supplied to the reaction tank 2 in a pure amount, and calcium hydroxide is supplied to the mixing tank 11 in a pure amount. When the pump 8C was operated and the sludge return flow rate was gradually increased to 0.10 to 0.25 m 3 / min and operated continuously for 36 hours, the solid-liquid separation tank 6 Sludge containing calcium fluoride at a high concentration was accumulated, and the return sludge concentration became 50 to 120 g / L.

その後、無機汚染源イオン源としてのフッ化ナトリウムの供給を停止し、下記水質の原
水を供給開始するとともに、排水管7から処理水を排出したところ、処理水の水質は次の
とおり、良好であった。

原水水量 :0.4〜0.6m/分
原水水質 :F 20〜150mg/L
PO 3− 30〜50mg/L、
SS 50〜100mg/L
処理水水質:F 6〜15mg/L
PO 3− 3〜5mg/L
SS 0〜10mg/L
実施例2
三価の鉄イオンとヒ素を含む排水を図1に示す装置で処理するにあたり、無機汚染源イ
オン源として塩化第二鉄を用い、不溶化剤として水酸化ナトリウムを用いて装置の立ち上
げを行った。
〔反応槽2〕
槽容量:8m
〔凝集槽4〕
槽容量:4m
〔固液分離槽(沈殿槽)6〕
分離面積:20m
有効容量:60m
反応槽2、凝集槽4および固液分離槽6に工水を水張りしたのち、原水導入管1に塩化
第二鉄純分で820g/分供給し、混合槽11へは水酸化ナトリウムを純分で125g/
分供給するとともに、ポンプ8Cを稼動して、汚泥返送流量を0.05〜0.15m3
分まで徐々に上昇させて48時間連続運転したところ、固液分離槽6には鉄の不溶化物を
高濃度に含む汚泥が蓄積され、返送汚泥濃度が50〜80g/Lになった。
After that, the supply of sodium fluoride as an inorganic pollution source ion source was stopped, the supply of raw water of the following quality was started, and the treated water was discharged from the drain pipe 7. The quality of the treated water was as follows. It was.

Raw water quantity: 0.4-0.6 m 3 / min Raw water quality: F - 20-150 mg / L
PO 4 3- 30~50mg / L,
SS 50-100mg / L
Treated water quality: F - 6-15mg / L
PO 4 3 3-5 mg / L
SS 0-10mg / L
Example 2
In treating the waste water containing trivalent iron ions and arsenic with the apparatus shown in FIG. 1, the apparatus was started up using ferric chloride as the inorganic contamination source ion source and sodium hydroxide as the insolubilizing agent.
[Reaction tank 2]
Tank capacity: 8m 3
[Coagulation tank 4]
Tank capacity: 4m 3
[Solid-liquid separation tank (precipitation tank) 6]
Separation area: 20m 2
Effective capacity: 60m 3
After filling the reaction tank 2, the coagulation tank 4 and the solid-liquid separation tank 6 with industrial water, 820 g / min of pure ferric chloride is supplied to the raw water introduction pipe 1, and sodium hydroxide is purely supplied to the mixing tank 11. 125g /
In addition, the pump 8C is operated and the sludge return flow rate is 0.05 to 0.15 m 3 /
When the operation was continued for 48 hours with the temperature gradually raised to 50 minutes, sludge containing a high concentration of insolubilized iron was accumulated in the solid-liquid separation tank 6 and the return sludge concentration became 50 to 80 g / L.

その後、無機汚染源イオン源としての塩化第二鉄の供給を停止し、下記水質の原水を供
給開始するとともに、排水管7から処理水を排出したところ、処理水の水質は次のとおり
、良好であった。
原水水量 :0.25〜0.30m/分
原水水質 :Fe3+ 5〜10mg/L
As 16〜70mg/L、
SS 50〜350mg/L
処理水水質:Fe3+ 0〜0.1mg/L
As 0〜0.01mg/L、
SS 0〜1mg/L
After that, the supply of ferric chloride as an inorganic source ion source was stopped, the raw water of the following quality was started, and the treated water was discharged from the drain pipe 7. The quality of the treated water was as follows: there were.
Raw water quantity: 0.25-0.30 m 3 / min Raw water quality: Fe 3+ 5-10 mg / L
As 16-70 mg / L,
SS 50-350mg / L
Treated water quality: Fe 3+ 0-0.1 mg / L
As 0-0.01 mg / L,
SS 0-1mg / L

本発明の、水処理装置の立ち上げ方法の実施の形態を示す系統図である。It is a systematic diagram which shows embodiment of the starting method of the water treatment apparatus of this invention. 本発明の、水処理装置の立ち上げ方法の他の実施の形態を示す系統図である。It is a systematic diagram which shows other embodiment of the starting method of the water treatment apparatus of this invention.

符号の説明Explanation of symbols

1 原水導入管
2 反応槽
3 配管
4 凝集槽
5 配管
6 固液分離槽
7 排出管
8 汚泥の抜出管
8A 排出管
8B 返送管
8C ポンプ
9 不溶化剤供給管
10 ポリマー供給管
11 混合槽
DESCRIPTION OF SYMBOLS 1 Raw water introduction pipe 2 Reaction tank 3 Piping 4 Coagulation tank 5 Piping 6 Solid-liquid separation tank 7 Discharge pipe 8 Sludge extraction pipe 8A Discharge pipe 8B Return pipe 8C Pump 9 Insolubilizer supply pipe 10 Polymer supply pipe 11 Mixing tank

Claims (2)

無機系汚染物イオンを含有する原水を、該無機系汚染物イオンを不溶化させる不溶化剤
と反応させる反応槽と、
前記無機系汚染物イオンと不溶化剤とが反応して生成する不溶物を含む反応液を、前記
不溶物を含む汚泥と分離液とに固液分離する固液分離槽と、
固液分離された前記不溶物を含む汚泥を、前記反応槽に返送する汚泥返送手段と、
を有する水処理装置の立ち上げ方法において、
原水の前記反応槽への供給に先立ち、まず水処理装置に水張りを行い、次に無機系汚染
物イオン源を含む化合物と前記不溶化剤とを反応槽に添加するとともに、前記汚泥返送手
段を稼動させて水処理装置内の水を循環させ、固液分離槽内の不溶物が所定量になった段
階で前記化合物の添加を止めて、原水の前記反応槽への供給を開始することを特徴とする
水処理装置の立ち上げ方法。
A reaction vessel for reacting raw water containing inorganic contaminant ions with an insolubilizer that insolubilizes the inorganic contaminant ions;
A solid-liquid separation tank for solid-liquid separation of a reaction liquid containing an insoluble matter produced by a reaction between the inorganic contaminant ions and an insolubilizing agent into a sludge containing the insoluble matter and a separation liquid;
Sludge returning means for returning the sludge containing the insoluble matter separated into solid and liquid to the reaction tank;
In the start-up method of the water treatment device having
Prior to supplying raw water to the reaction tank, the water treatment apparatus is first filled with water, and then a compound containing an inorganic pollutant ion source and the insolubilizing agent are added to the reaction tank, and the sludge return means is operated. The water in the water treatment apparatus is circulated, and the addition of the compound is stopped when the insoluble matter in the solid-liquid separation tank reaches a predetermined amount, and the supply of raw water to the reaction tank is started. A method for starting up a water treatment device.
無機系汚染物イオンを含有する原水を、該無機系汚染物イオンを不溶化させる不溶化剤
と反応させる反応槽と、
前記無機系汚染物イオンと不溶化剤とが反応して生成する不溶物を含む反応液を、前記
不溶物を含む汚泥と分離液とに固液分離する固液分離槽と、
固液分離された前記不溶物を含む汚泥を、後記する混合槽に返送する汚泥返送手段と、
返送されたされた前記不溶物を含む汚泥と前記不溶化剤とを混合して混合物とする混合
槽と、
前記混合物を前記反応槽に添加する添加手段と
を有する水処理装置の立ち上げ方法において、
原水の前記反応槽への供給に先立ち、まず水処理装置に水張りを行い、次に反応槽に無
機系汚染物イオン源を含む化合物を添加し、混合槽には前記不溶化剤を添加するとともに
、前記汚泥返送手段を稼動させて水処理装置内の水を循環させ、固液分離槽内の不溶物が
所定量になった段階で前記化合物の添加を止めて、原水の前記反応槽への供給を開始する
ことを特徴とする水処理装置の立ち上げ方法。
A reaction vessel for reacting raw water containing inorganic contaminant ions with an insolubilizer that insolubilizes the inorganic contaminant ions;
A solid-liquid separation tank for solid-liquid separation of a reaction liquid containing an insoluble matter produced by a reaction between the inorganic contaminant ions and an insolubilizing agent into a sludge containing the insoluble matter and a separation liquid;
Sludge returning means for returning the sludge containing the insoluble matter separated into solid and liquid to a mixing tank described later;
A mixing tank in which the returned sludge containing the insoluble matter and the insolubilizing agent are mixed to form a mixture;
In a method for starting up a water treatment apparatus having an addition means for adding the mixture to the reaction vessel,
Prior to supplying raw water to the reaction tank, first, water treatment equipment is filled with water, then a compound containing an inorganic contaminant ion source is added to the reaction tank, the insolubilizing agent is added to the mixing tank, Operate the sludge return means to circulate the water in the water treatment device, stop the addition of the compound when the insoluble matter in the solid-liquid separation tank reaches a predetermined amount, and supply raw water to the reaction tank The start-up method of the water treatment apparatus characterized by starting.
JP2005094002A 2005-03-29 2005-03-29 Starting-up method of water treatment apparatus Pending JP2006272121A (en)

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011115230A1 (en) * 2010-03-18 2011-09-22 栗田工業株式会社 Method for starting high-density-sludge generating water treatment device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10479A (en) * 1996-06-12 1998-01-06 Kurita Water Ind Ltd Fluorine removing device
JPH10137770A (en) * 1996-11-15 1998-05-26 Tohoku Electric Power Co Inc Treatment of waste water containing sulfuric acid

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10479A (en) * 1996-06-12 1998-01-06 Kurita Water Ind Ltd Fluorine removing device
JPH10137770A (en) * 1996-11-15 1998-05-26 Tohoku Electric Power Co Inc Treatment of waste water containing sulfuric acid

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011115230A1 (en) * 2010-03-18 2011-09-22 栗田工業株式会社 Method for starting high-density-sludge generating water treatment device
CN102803155A (en) * 2010-03-18 2012-11-28 栗田工业株式会社 Method for starting high-density-sludge generating water treatment device
JP5700036B2 (en) * 2010-03-18 2015-04-15 栗田工業株式会社 Start-up method of high-density sludge generation type water treatment equipment

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