JP2002159965A - Pressure floatation device - Google Patents

Pressure floatation device

Info

Publication number
JP2002159965A
JP2002159965A JP2000357422A JP2000357422A JP2002159965A JP 2002159965 A JP2002159965 A JP 2002159965A JP 2000357422 A JP2000357422 A JP 2000357422A JP 2000357422 A JP2000357422 A JP 2000357422A JP 2002159965 A JP2002159965 A JP 2002159965A
Authority
JP
Japan
Prior art keywords
water
scum
treated water
tank
raw water
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.)
Pending
Application number
JP2000357422A
Other languages
Japanese (ja)
Inventor
Isamu Kato
勇 加藤
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP2000357422A priority Critical patent/JP2002159965A/en
Publication of JP2002159965A publication Critical patent/JP2002159965A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a pressure floatation device capable of maintaining the water level inside a floatation vessel within a specified range even when a rapid increase in flow rate of raw water is caused, and discharging highly concentrated scum having a stable concentration. SOLUTION: A raw water treatment process using this pressure floatation device comprises: allowing raw water and pressurized water to flow into a floatation vessel from an inflow pipe 2 through a feed well 3 to perform solid- liquid separation of the raw water, raking up floated scum within the floatation vessel with a scum rake 4 so as to allow the raked scum to fall into a sludge discharge box 5 for the scum to discharge the scrum; making treated water pass through a space between a baffle wall 8 and the bottom surface of a floatation vessel body 1 and then discharging the treated water through a treated water discharge pipe 6 to the outside of the device, and controlling a pump 7 placed in the treated water discharge pipe 6 so as to maintain the water level within the vessel body 1 detected by a water level gage 9, at a constant level by using an arithmetic unit 10.

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】本発明は懸濁物質(SS)を
含んだ水から該SSを加圧浮上分離処理する装置に係
り、特に、原水の流量が変動しても濃度の安定した高濃
度スカムを排出させることができる加圧浮上装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for subjecting water containing suspended substances (SS) to pressurized flotation and separation from water containing the suspended substance (SS). The present invention relates to a pressure flotation device capable of discharging scum.

【0002】[0002]

【従来の技術】SSを含んだ水の処理法の一種として、
原水に加圧水を混合して浮上槽に供給し、槽内で原水中
のSSをマイクロエアに吸着させて水面に浮上させ、こ
れをスカムレーキ(スキーマ)によって掻き寄せて排出
する加圧浮上処理装置がある。
2. Description of the Related Art As one method of treating water containing SS,
A pressurized flotation device mixes raw water with pressurized water and supplies it to the floating tank, where the SS in the raw water is adsorbed by the micro air and floats on the water surface, and is raked and discharged by a scum lake (schema). is there.

【0003】浮上槽へ導入される原水は、原水槽からポ
ンプを介して凝集処理槽へ送られ、凝集剤が添加されフ
ロックを生成させた後、浮上槽へ導入されることが多
い。この原水槽から凝集槽への送水量は、原水槽内の水
位の高低により増減し、通常は平均量に対し±20〜3
0%程度変動する。
[0003] Raw water introduced into the floating tank is often sent from the raw water tank to the flocculation treatment tank via a pump, where a flocculant is added to generate flocs and then introduced into the floating tank. The amount of water sent from the raw water tank to the coagulation tank varies depending on the level of the water in the raw water tank, and is usually ± 20 to 3 times the average amount.
It fluctuates about 0%.

【0004】この凝集槽内の水はオーバーフローにより
浮上槽に流入するようになっているため、原水槽から凝
集槽への送水量が変動するとそれに応じて凝集槽から浮
上槽への流入水量も変動することになる。浮上槽内の処
理水は、水頭差によって該浮上槽から流出するように構
成されているので、該浮上槽からの処理水排出管の管径
を大きくしておけば、原水流量が大幅に増大しても該浮
上槽内の水位変動幅は小さい。
Since the water in the flocculation tank flows into the floating tank due to overflow, the amount of water flowing from the flocculation tank to the floating tank fluctuates in accordance with a change in the amount of water supplied from the raw water tank to the flocculation tank. Will do. The treated water in the floating tank is configured to flow out of the floating tank due to the head difference, so if the diameter of the treated water discharge pipe from the floating tank is increased, the flow rate of the raw water will increase significantly. Even so, the fluctuation range of the water level in the floating tank is small.

【0005】[0005]

【発明が解決しようとする課題】処理水排出管径を大き
くすると加圧浮上装置の建設コストが嵩む。このため、
加圧浮上装置の設計に当っては処理水排出管径を通常の
流入水量の変動に対処しうる範囲に抑えるようにしてい
る。この結果、通常の流入水量を超える大幅な流入水量
増大があったときに、流入水量が処理水排出量を上回
り、浮上槽内の水位が増大し、スカムと共に流出する原
水量が多くなり、排泥量が著しく多くなる。また、浮上
槽の槽壁をオーバーフローして原水やスカムが流出する
おそれもある。
If the diameter of the treated water discharge pipe is increased, the construction cost of the pressure flotation device increases. For this reason,
In designing the pressurized flotation device, the diameter of the treated water discharge pipe is limited to a range that can cope with a normal fluctuation of the inflow water amount. As a result, when there is a significant increase in the inflow volume exceeding the normal inflow volume, the inflow volume exceeds the treated water discharge volume, the water level in the floating tank increases, and the amount of raw water flowing out with the scum increases. The amount of mud increases significantly. Further, there is a possibility that raw water or scum may flow out by overflowing the tank wall of the floating tank.

【0006】本発明は、このような問題点を解決し、処
理水排出管径を徒に大きくすることなく、原水流量の大
幅な増大があっても浮上槽内の水位を一定範囲に保ち、
濃度の安定した高濃度スカムを排出することができる加
圧浮上装置を提供することを目的とする。
The present invention solves such a problem, and keeps the water level in the floating tank within a certain range even if the flow rate of the raw water is greatly increased without unnecessarily increasing the diameter of the treated water discharge pipe.
An object of the present invention is to provide a pressure flotation device capable of discharging high-concentration scum having a stable concentration.

【0007】[0007]

【課題を解決するための手段】本発明の加圧浮上装置
は、浮上槽と、該浮上槽に原水および加圧水を供給する
供給手段と、処理水を槽外へ取り出す処理水排出手段と
を備えてなる加圧浮上装置において、該浮上槽の水位を
測る計測手段と、この計測された水位に基づいて処理水
の排出量または原水の供給量を制御する制御手段とを備
えたことを特徴とするものである。
The pressure flotation apparatus of the present invention comprises a flotation tank, a supply means for supplying raw water and pressurized water to the flotation tank, and a treated water discharge means for taking out treated water out of the tank. A pressurized flotation device comprising: a measuring means for measuring a water level of the flotation tank; and a control means for controlling a discharge amount of the treated water or a supply amount of the raw water based on the measured water level. Is what you do.

【0008】かかる加圧浮上装置によると、処理水排出
管径を大きくするまでもなく、浮上槽内の水位変動が抑
制され、常に高濃度のスカムを排出することが可能とな
る。
According to such a pressurized flotation device, the fluctuation of the water level in the flotation tank is suppressed without increasing the diameter of the treated water discharge pipe, and it is possible to always discharge high-concentration scum.

【0009】[0009]

【発明の実施の形態】以下に図面を参照して本発明を詳
細に説明する。第1図は本発明の加圧浮上装置の実施の
形態を示す縦断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings. FIG. 1 is a longitudinal sectional view showing an embodiment of the pressure flotation device of the present invention.

【0010】円筒状の周壁を有した槽体1は、その底部
が中央に向かって低位となる錐形とされ、該底部中央に
処理水の排出管6が接続され、該排出管6に処理水排出
ポンプ7が設けられている。なお、該排出管6の流入端
は、槽体1の底面から若干鉛直上方に突出しており、沈
降スカムの流入を防ぐようになっている。
The tank body 1 having a cylindrical peripheral wall is formed in a conical shape in which the bottom becomes lower toward the center, and a discharge pipe 6 for treated water is connected to the center of the bottom. A water discharge pump 7 is provided. Note that the inflow end of the discharge pipe 6 projects slightly vertically upward from the bottom surface of the tank body 1 so as to prevent inflow of settling scum.

【0011】この槽体1の中央において排出管6の上方
にフィードウェル3が立設されており、このフィードウ
ェル3の下部に原水流入管2が接続され、この原水流入
管2に加圧水バルブを有する加圧水流入管(いずれも図
示略)が接続されている。
A feed well 3 is provided upright above a discharge pipe 6 at the center of the tank body 1, and a raw water inflow pipe 2 is connected to a lower portion of the feed well 3. A pressurized water valve is connected to the raw water inflow pipe 2. Pressurized water inflow pipes (both not shown) are connected.

【0012】このフィードウェル3の底面は封じられて
おり、流入管2からフィードウェル3に流入した水は上
方に向ってのみ流れるようになっている。
The bottom surface of the feed well 3 is sealed, and the water flowing into the feed well 3 from the inflow pipe 2 flows only upward.

【0013】この原水流入管2は、フィードウェル3に
対して接線方向に接続されている。このように原水流入
管2をフィードウェル3に対して接線方向に設置するこ
とにより、フィードウェル3の下部に流入した原水と加
圧水との混合水は該フィードウェル3の内周壁に沿って
旋回しながら上昇するようになり、フィードウェル3上
部へ短絡的に流れることを防止することができる。
The raw water inflow pipe 2 is tangentially connected to the feed well 3. By arranging the raw water inflow pipe 2 tangentially to the feed well 3 in this manner, the mixed water of the raw water and the pressurized water flowing into the lower part of the feed well 3 turns along the inner peripheral wall of the feed well 3. As a result, it is possible to prevent short-circuiting from flowing to the upper portion of the feed well 3.

【0014】また、槽体1内には処理水整流板8が設け
られている。この処理水整流板8はフィードウェル3の
外側を取り巻くように配置され、かつ、該フィードウェ
ル3の下端部に取り付けられている。この処理水整流板
8は外周側ほど下方となるように傾斜した略陣笠状の板
で構成されている。
Further, a treated water straightening plate 8 is provided in the tank body 1. The treated water straightening plate 8 is arranged so as to surround the outside of the feed well 3 and is attached to the lower end of the feed well 3. The treated water straightening plate 8 is formed of a substantially chin-shaped plate that is inclined so as to be lower toward the outer peripheral side.

【0015】この処理水整流板8の外周端は槽体1の底
面に近接しており、処理水は該処理水整流板8と槽体1
の底面との間を通過して排出管6に至る。
The outer peripheral end of the treated water straightening plate 8 is close to the bottom surface of the tank body 1, and the treated water flows between the treated water straightening plate 8 and the tank body 1.
To the discharge pipe 6 after passing through the bottom surface of the container.

【0016】槽体1の上部にスカムレーキ4が設置され
ている。槽体1の側壁面上部にスカム排泥ボックス5が
設けられ、該スカム排泥ボックス5に排泥管が接続され
ている。
A scum lake 4 is installed on the upper part of the tank body 1. A scum drain box 5 is provided at the upper part of the side wall surface of the tank body 1, and a drain pipe is connected to the scum drain box 5.

【0017】この槽体1内の水位を検知するために水位
計9が設けられ、この水位計9の検出信号が演算機10
に入力されている。この演算機10が前記処理水排出ポ
ンプ7の回転数を制御する。
A water level gauge 9 is provided for detecting a water level in the tank body 1 and a detection signal of the water level gauge 9 is used as an arithmetic unit 10
Has been entered. The computer 10 controls the rotation speed of the treated water discharge pump 7.

【0018】水位計9は、例えば圧力式又は超音波式な
ど、水位を電気信号として取り出すタイプのものが用い
られている。水位を示す電気信号はインバータを含む演
算機10に入力され、周波数を変化させることで処理水
排出ポンプ7の吐出量を変化させ、槽体1内の水位を一
定に保つことができる。
The water level gauge 9 is of a type that extracts a water level as an electric signal, such as a pressure type or an ultrasonic type. The electric signal indicating the water level is input to the computer 10 including the inverter, and the discharge amount of the treated water discharge pump 7 is changed by changing the frequency, so that the water level in the tank body 1 can be kept constant.

【0019】原水と加圧水は、流入管2よりフィードウ
ェル3を通って浮上槽内に流入して固液分離が行われ
る。この混合水は、フィードウェル3に対して接線方向
に流入し、旋回流となってフィードウェル3内を上昇す
るため、混合水の短絡が防止される。フィードウェル3
内を旋回流となって上昇した原水と加圧水との混合水
は、直接水面には噴き上がることはなく、該フィードウ
ェル3の上端から均一で緩やかな放射状の流れとなって
槽体1内に流入し、浮上分離処理を受ける。
Raw water and pressurized water flow from the inflow pipe 2 through the feed well 3 into the floating tank, where solid-liquid separation is performed. The mixed water flows in the tangential direction to the feed well 3 and rises in the feed well 3 as a swirling flow, so that a short circuit of the mixed water is prevented. Feedwell 3
The mixed water of the raw water and the pressurized water that has risen as a swirling flow in the inside does not directly blow up on the water surface, but forms a uniform, gentle radial flow from the upper end of the feed well 3 into the tank body 1. And undergoes flotation separation.

【0020】この浮上槽内を浮上したスカムはスカムレ
ーキ4により掻き寄せられ、スカム排泥ボックス5に落
とし込まれ、排出される。
The scum that has floated in the floating tank is scraped by the scum lake 4, dropped into the scum discharge box 5, and discharged.

【0021】一方、スカムと分離された処理水は、処理
水整流板8と槽体1の底面との間隙を通って処理水排出
管6を経て排出される。
On the other hand, the treated water separated from the scum is discharged through a treated water discharge pipe 6 through a gap between the treated water straightening plate 8 and the bottom surface of the tank body 1.

【0022】水位計9で検出される槽体1内の水位を一
定に保つように演算機10によってポンプ7が制御され
る。
The computer 7 controls the pump 7 so that the water level in the tank 1 detected by the water level meter 9 is kept constant.

【0023】例えば、平均処理水100m/hrの加
圧浮上装置において80〜120m /hrの流入水量
変動があった時、水面の水位変動を±1cmに制御する
ための水位とインバーター出力周波数の関係、その時の
ポンプ吐水量など運転例を次に示す。ここで使用するポ
ンプは周波数55ヘルツで100m/hrのポンプで
あり、水位と吐出量の関係を表1のごとく設定する。
For example, 100 m of average treated water3/ Hr addition
80-120m in pressure flotation device 3/ Hr inflow
When there is fluctuation, control the water level fluctuation of the water surface to ± 1cm
Between water level and inverter output frequency for
An operation example such as the pump water discharge amount is shown below. Ports used here
The pump is 100m at 55Hz3/ Hr pump
Yes, the relationship between the water level and the discharge amount is set as shown in Table 1.

【0024】[0024]

【表1】 [Table 1]

【0025】接点H−L間は100m/hrで処理水
を排出する。水位がMより下がれば流入水量も減ったこ
とであり排出量を90m/hrに減らす。LL点まで
到達したならば、更に80m/hrに減じるが、原水
ポンプが停止している可能性もあり、警報を発すると同
時に5〜10分一定時間運転後、処理水ポンプを停止す
る。
The treated water is discharged at a rate of 100 m 3 / hr between the contacts HL. If the water level falls below M, the amount of inflow water has also decreased, and the amount of discharge will be reduced to 90 m 3 / hr. If it reaches the LL point, it is further reduced to 80 m 3 / hr, but it is possible that the raw water pump is stopped.

【0026】水位上昇の場合、HH点を超えたときに
は、処理水ポンプは異常となり周波数相当の吐出量を出
してない場合もあるため、警報を発すると同時に原水ポ
ンプを停止する。
When the water level rises, when the temperature exceeds the HH point, the treated water pump may become abnormal and may not output a discharge amount corresponding to the frequency. Therefore, an alarm is issued and the raw water pump is stopped at the same time.

【0027】なお、上記実施の形態ではポンプ7を処理
水排出管6に設け、処理水の全量をポンプ7によって排
出しているが、処理水の大部分(例えば60〜80%)
は槽体1の水頭差で排出し、残りをポンプで排出するよ
うにしてもよい。第2図はその一例を示すものであり、
処理水排出管6と並列に第2の処理水排出管11,12
が設けられ、この処理水排出管11,12にポンプ7´
が介設されている。槽体1内の処理水の一部は、処理水
排出管11、ポンプ7´、処理水排出管12の順に流れ
て処理水排出管6へ送り込まれる。槽体1内の水位が一
定となるように、このポンプ7´の吐水量が演算機10
によって制御される。このポンプ7´としては前記ポン
プ7よりも小型のもので足りる。
In the above embodiment, the pump 7 is provided in the treated water discharge pipe 6, and the whole amount of treated water is discharged by the pump 7, but most of the treated water (for example, 60 to 80%)
May be discharged by the head difference of the tank body 1, and the remaining may be discharged by a pump. FIG. 2 shows an example thereof.
The second treated water discharge pipes 11 and 12 are arranged in parallel with the treated water discharge pipe 6.
The treated water discharge pipes 11, 12 are provided with a pump 7 '.
Is interposed. Part of the treated water in the tank 1 flows in the order of the treated water discharge pipe 11, the pump 7 ', and the treated water discharge pipe 12, and is sent to the treated water discharge pipe 6. The amount of water discharged from the pump 7 'is calculated by the computer 10 so that the water level in the tank 1 is constant.
Is controlled by As the pump 7 ', a pump smaller than the pump 7 is sufficient.

【0028】処理水の一部を加圧水として利用するよう
にした加圧浮上装置の一例を第3図に示す。
FIG. 3 shows an example of a pressure flotation apparatus in which part of the treated water is used as pressurized water.

【0029】この第3図の加圧浮上装置においては、処
理水排出管12から処理水分取管13を分岐させ、この
処理水分取管13に定流量弁14を設けている。該分取
管13からは、例えば全処理水量の15〜30%程度が
常時分取され、加圧水製造装置へ送水される。
In the pressure flotation apparatus shown in FIG. 3, a treated water intake pipe 13 is branched from a treated water discharge pipe 12, and a constant flow valve 14 is provided in the treated water intake pipe 13. For example, about 15 to 30% of the total treated water amount is constantly collected from the separation pipe 13 and sent to the pressurized water producing apparatus.

【0030】なお、本発明では、図示はしないが、槽体
1内の水位を検知して原水ポンプを制御し、これによっ
て槽体内の水位を一定に保つようにしてもよい。
In the present invention, although not shown, the water level in the tank 1 may be detected to control the raw water pump, thereby keeping the water level in the tank constant.

【0031】[0031]

【発明の効果】以上の通り、本発明によると、処理水と
スカムを分離する加圧浮上装置において流入水量の変動
があっても水位の変動が小さいため、一定濃度のスカム
を排出することができる。
As described above, according to the present invention, in the pressurized flotation device for separating treated water and scum, even if the amount of inflow water fluctuates, the fluctuation of the water level is small, so that the scum of a certain concentration can be discharged. it can.

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

【図1】本発明の加圧浮上装置の実施の形態を示す縦断
面図である。
FIG. 1 is a longitudinal sectional view showing an embodiment of a pressure flotation device of the present invention.

【図2】本発明の加圧浮上装置の別の実施の形態を示す
縦断面図である。
FIG. 2 is a longitudinal sectional view showing another embodiment of the pressure flotation device of the present invention.

【図3】本発明の加圧浮上装置のさらに別の実施の形態
を示す縦断面図である。
FIG. 3 is a longitudinal sectional view showing still another embodiment of the pressure flotation device of the present invention.

【符号の説明】[Explanation of symbols]

1 槽体 2 原水流入管 3 フィードウェル 4 レーキ 5 スカム排泥ボックス 6 処理水排出管 7 ポンプ 8 処理水整流板 9 水位計 10 演算機 11,12 処理水排出管 13 処理水分取管 14 定流量弁 DESCRIPTION OF SYMBOLS 1 Tank body 2 Raw water inflow pipe 3 Feed well 4 Rake 5 Scum drain box 6 Treated water discharge pipe 7 Pump 8 Treated water straightening plate 9 Water level gauge 10 Computing machine 11, 12 Treated water discharge pipe 13 Treated water intake pipe 14 Constant flow rate valve

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 浮上槽と、 該浮上槽に原水および加圧水を供給する供給手段と、 処理水を槽外へ取り出す処理水排出手段とを備えてなる
加圧浮上装置において、 該浮上槽の水位を測る計測手段と、 この計測された水位に基づいて処理水の排出量または原
水の供給量を制御する制御手段とを備えたことを特徴と
する加圧浮上装置。
1. A pressurized levitation apparatus comprising: a levitation tank; supply means for supplying raw water and pressurized water to the levitation tank; and treated water discharge means for taking out treated water out of the tank. And a control means for controlling the discharge amount of the treated water or the supply amount of the raw water based on the measured water level.
JP2000357422A 2000-11-24 2000-11-24 Pressure floatation device Pending JP2002159965A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000357422A JP2002159965A (en) 2000-11-24 2000-11-24 Pressure floatation device

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004226371A (en) * 2003-01-27 2004-08-12 Dkk Toa Corp Sample water analyzing unit and sample water analyzing device
JP2015112507A (en) * 2013-12-09 2015-06-22 日本ゼオン株式会社 Interface control method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004226371A (en) * 2003-01-27 2004-08-12 Dkk Toa Corp Sample water analyzing unit and sample water analyzing device
JP2015112507A (en) * 2013-12-09 2015-06-22 日本ゼオン株式会社 Interface control method

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