JP2001000994A - Anaerobic wastewater treatment equipment - Google Patents

Anaerobic wastewater treatment equipment

Info

Publication number
JP2001000994A
JP2001000994A JP17509799A JP17509799A JP2001000994A JP 2001000994 A JP2001000994 A JP 2001000994A JP 17509799 A JP17509799 A JP 17509799A JP 17509799 A JP17509799 A JP 17509799A JP 2001000994 A JP2001000994 A JP 2001000994A
Authority
JP
Japan
Prior art keywords
wastewater treatment
anaerobic
treated water
anaerobic wastewater
tank
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
JP17509799A
Other languages
Japanese (ja)
Inventor
Satoru Ito
哲 伊藤
Hiroshi Tamura
博 田村
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP17509799A priority Critical patent/JP2001000994A/en
Publication of JP2001000994A publication Critical patent/JP2001000994A/en
Pending legal-status Critical Current

Links

Classifications

    • Y02W10/12

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

PROBLEM TO BE SOLVED: To enable stable operation by making it possible to return a part of the treated water in a treated water tank to both of a pH adjusting tank and an anaerobic wastewater treatment apparatus by a circulating pump. SOLUTION: A part of treated water is returned to the piping between a liquid supply pump 2 and an anaerobic wastewater treatment apparatus 3 (small circulating system) as circulating water. The setting of the operation method and flow rate of a circulating pump 5 is different by a circulating system and, in a large circulating system, the circulating pump 5 is stopped when the water level of a pH adjusting tank 1 is high and the water level of a treated water tank 4 is low. Herein, since a small circulating system is employed at a usual time and the circulating pump 5 is continuously operated, a freezing measure and the intermittent operation of a circulating line being the defects of the large circulating system are eliminated. Since a measure for adjusting the pH and temp. in the anaerobic wastewater treatment apparatus 3 due to trouble being the defect of the small circulating system can be taken by changing over the small circulating system to the large circulating system returning treated water to the pH adjusting tank 1 and adjusting the temp. and pH of treated water, a wastewater treatment plant can be stably operated.

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、廃水を嫌気性細菌
で処理する嫌気性廃水処理設備に関する。
[0001] The present invention relates to an anaerobic wastewater treatment facility for treating wastewater with anaerobic bacteria.

【0002】[0002]

【従来の技術】嫌気性廃水処理設備で使用される嫌気性
細菌は、pH7、温度37℃の時が最も活性化するた
め、嫌気性廃水処理設備に送る廃水の水質は、pHが
6.5〜7.5、温度が33〜38℃になるように調整
されている。
2. Description of the Related Art Anaerobic bacteria used in anaerobic wastewater treatment equipment are most activated when the pH is 7 and the temperature is 37 ° C., and the quality of wastewater sent to the anaerobic wastewater treatment equipment has a pH of 6.5. To 7.5 and the temperature is adjusted to 33 to 38 ° C.

【0003】しかし、嫌気性廃水処理設備では廃水のp
H及び温度は変わりやすいので、温度調整及びpH調整
機能に加えて、水質の均一化を図る目的で循環ラインが
設けられていることが多い。従って、循環ラインの配置
およびその制御を確立することにより、安定した嫌気性
廃水処理設備の運用を行うことのできるシステムが望ま
れている。
However, in anaerobic wastewater treatment facilities, p
Since H and temperature are easily changed, a circulation line is often provided for the purpose of equalizing water quality in addition to the temperature adjustment and pH adjustment functions. Therefore, there is a demand for a system capable of stably operating the anaerobic wastewater treatment facility by establishing the arrangement of the circulation line and its control.

【0004】ところで、廃水(原水)を処理する従来技
術は循環方式と非循環方式とに大別される。図4(A)
乃至(C)を参照して従来の廃水処理方式を説明する。
図4(A)は、大循環方式と呼ばれるものである。すな
わち、廃水はpH調整槽1に流入するが、後段の処理水
槽4からの処理水の一部を循環ポンプ5により循環水と
して弁7を経て直接pH調整槽1に返送する。pH調整
槽1では、循環水と廃水を合流させ、同時に温度とpH
のコントロールを行う。pH調整槽1でpHを調整され
た廃水は、給液ポンプ2により嫌気性廃水処理装置3へ
送られ、ここで処理された後、処理水槽4へ送られる。
処理水槽4ではその処理水の一部を循環ポンプ5により
循環水として弁7を経て直接pH調整槽1に返送し、残
りの大部分は後段の処理施設に送られる。
[0004] Conventional techniques for treating wastewater (raw water) are roughly classified into a circulation system and a non-circulation system. FIG. 4 (A)
A conventional wastewater treatment system will be described with reference to FIGS.
FIG. 4A shows what is called a general circulation system. That is, the wastewater flows into the pH adjustment tank 1, but a part of the treated water from the subsequent treatment water tank 4 is directly returned to the pH adjustment tank 1 via the valve 7 as circulation water by the circulation pump 5. In the pH adjustment tank 1, the circulating water and the wastewater are combined, and at the same time, the temperature and pH are adjusted.
Control. The wastewater whose pH has been adjusted in the pH adjustment tank 1 is sent to the anaerobic wastewater treatment device 3 by the liquid supply pump 2, where it is treated, and then sent to the treatment water tank 4.
In the treated water tank 4, a part of the treated water is directly returned to the pH adjusting tank 1 through the valve 7 as circulating water by the circulation pump 5, and most of the remaining treated water is sent to the subsequent treatment facility.

【0005】図4(B)は、小循環方式と呼ばれるもの
である。すなわち、処理水槽4の一部の処理水を循環ポ
ンプ5により循環水として弁8を経て給液ポンプ2と嫌
気性廃水処理装置3の間に返送する。この循環方式で
は、廃水はpH調整槽1でpH及び温度の調整が行なわ
れる。循環ポンプ5により弁8を経て返送される循環水
は、給液ポンプ2と嫌気性廃水処理装置3との間で廃水
と合流させ、嫌気性廃水処理装置3に供給される。供給
された廃水は嫌気性廃水処理装置3で処理された後、処
理水槽4へ送られる。処理水槽4ではその一部を直接p
H調整槽1に返送し、残りの大部分は後段の処理施設に
送られる。
FIG. 4B shows a so-called small circulation system. That is, a part of the treated water in the treated water tank 4 is returned by the circulation pump 5 as circulating water between the liquid supply pump 2 and the anaerobic wastewater treatment device 3 via the valve 8. In this circulation system, the pH and temperature of the wastewater are adjusted in the pH adjusting tank 1. The circulating water returned by the circulation pump 5 through the valve 8 is combined with the wastewater between the liquid supply pump 2 and the anaerobic wastewater treatment device 3 and supplied to the anaerobic wastewater treatment device 3. The supplied wastewater is processed by the anaerobic wastewater treatment device 3 and then sent to the treated water tank 4. In the treated water tank 4, part of it is directly p
It is returned to the H adjustment tank 1 and most of the rest is sent to the subsequent processing facility.

【0006】図4(C)は、上記(A)、(B)のよう
に処理水の一部をpH調整槽1または嫌気性廃水処理装
置3に循環しないで、廃水は順次処理手順に従って処理
する非循環方式である。すなわち、廃水はpH調整槽1
でpH及び温度の調整が行なわれた後、嫌気性廃水処理
装置3で処理され、処理水槽4へ送られる。処理水槽4
では処理水は後段の処理施設に送られる。
FIG. 4 (C) shows that the wastewater is treated according to the treatment procedure without circulating a part of the treated water to the pH adjusting tank 1 or the anaerobic wastewater treatment apparatus 3 as in the above (A) and (B). This is a non-circulating method. That is, the wastewater is supplied to the pH adjusting tank 1
After the pH and temperature are adjusted in, the wastewater is treated by the anaerobic wastewater treatment device 3 and sent to the treated water tank 4. Treated water tank 4
Then, the treated water is sent to the subsequent treatment facility.

【0007】[0007]

【発明が解決しようとする課題】図4(A)の大循環方
式を採用した処理システムでは、弁7を常時全開にして
処理水をpH調整槽1に戻す運転をしているので、安定
したpH,温度の廃水を嫌気性廃水処理装置3に供給す
ることが可能である。また、嫌気性廃水処理装置3のト
ラブルで嫌気性廃水処理装置3に原水を流入させること
ができない場合、嫌気性廃水処理装置3の温度とpHの
調整のため、処理水槽4からの循環水をpH調整槽1に
戻して加温及びpH調整することで、嫌気性廃水処理装
置3内の嫌気性細菌の活性化を促進するようにしてい
る。
In the treatment system employing the large circulation system shown in FIG. 4A, the valve 7 is always fully opened to return the treated water to the pH adjusting tank 1. It is possible to supply wastewater of pH and temperature to the anaerobic wastewater treatment device 3. When raw water cannot flow into the anaerobic wastewater treatment device 3 due to a trouble in the anaerobic wastewater treatment device 3, the circulating water from the treatment water tank 4 is adjusted to adjust the temperature and pH of the anaerobic wastewater treatment device 3. By returning to the pH adjustment tank 1 and heating and adjusting the pH, the activation of the anaerobic bacteria in the anaerobic wastewater treatment device 3 is promoted.

【0008】この大循環方式の場合、循環ポンプ5の制
御はpH調整槽1の水位高水位もしくは、処理水槽4の
水位低水位の条件で停止する。もし、pH調整槽1の水
位が高水位の場合、循環ポンプ5が停止し、廃水の循環
ができないため、高濃度の廃水が好気性処理装置等に直
接流入し、処理水質の悪化につながることがある。
In the case of this large circulation system, the control of the circulation pump 5 is stopped when the water level in the pH adjusting tank 1 is high or the water level in the treatment water tank 4 is low. If the water level in the pH adjustment tank 1 is high, the circulation pump 5 stops and the wastewater cannot be circulated, so that high-concentration wastewater directly flows into the aerobic treatment device and the like, leading to deterioration of the treated water quality. There is.

【0009】また、循環ポンプ5の停止の影響によりマ
スバランスが崩れ、給液ポンプ2が停止することがあ
る。このような場合、処理水が配管内にあるため、冬期
等では配管が凍結する可能性がある。
Further, the mass balance may be lost due to the effect of the stop of the circulation pump 5, and the liquid supply pump 2 may stop. In such a case, since the treated water is in the pipe, the pipe may freeze in winter or the like.

【0010】図4(B)の小循環方式を採用したシステ
ムでは、弁8を常時全開にしておき、処理水を給液ポン
プ2と嫌気性廃水処理装置3の間に循環させる。大循環
方式では循環ポンプ5はpH調整槽1の水位に連動して
運転するため、pH調整槽1の水位が高くなった場合
は、循環ポンプ5が停止することなるので、循環ポンプ
5の停止による配管の凍結が考えられるが、小循環方式
は連続であるため、循環ポンプ5の停止がないため、そ
のようなことは起こらず、安定した水処理が可能にな
る。
In the system employing the small circulation system shown in FIG. 4B, the valve 8 is always fully opened, and the treated water is circulated between the liquid supply pump 2 and the anaerobic wastewater treatment device 3. In the general circulation system, the circulation pump 5 is operated in conjunction with the water level of the pH adjustment tank 1. Therefore, when the water level of the pH adjustment tank 1 becomes high, the circulation pump 5 stops, and thus the circulation pump 5 is stopped. However, since the small circulation method is continuous and the circulation pump 5 is not stopped, such a phenomenon does not occur, and stable water treatment can be performed.

【0011】しかし、小循環方式を行う場合、嫌気性廃
水処理装置3での異常発生時に、嫌気性廃水処理装置3
を負荷の低い廃水での循環運転のみとし、pHと温度を
一定にして嫌気性廃水処理装置3内の嫌気性細菌の活性
化を促す必要があるが、温度とpHの制御はpH調整槽
1で行っているため、循環ラインで処理水を送っても、
嫌気性廃水処理装置3内の温度とpHのコントロールに
長時間を要する。
However, when the small circulation system is used, when an abnormality occurs in the anaerobic wastewater treatment apparatus 3, the anaerobic wastewater treatment apparatus 3
It is necessary to promote the activation of the anaerobic bacteria in the anaerobic wastewater treatment apparatus 3 by keeping the pH and the temperature constant so as to activate the anaerobic bacteria. Because even if sending treated water in the circulation line,
It takes a long time to control the temperature and pH in the anaerobic wastewater treatment device 3.

【0012】したがって、処理システム安定のために
は、処理水槽4にもpH計,温度計及びそれらをコント
ロールする機器を取り付ける必要がある。その結果、p
H調整槽1におけるNaOHの消費量が多くなり、制御
及び監視点数が増え、メンテナンスが複雑になることに
加え、イニシャルコストが高くなる。図4(C)の循環
ラインがない非循環方式では、pH,温度の急激な変化
があった場合、直ちにその対応ができず、処理システム
の安定性が失われる。
Therefore, in order to stabilize the processing system, it is necessary to attach a pH meter, a thermometer and devices for controlling them to the treatment water tank 4 as well. As a result, p
The consumption of NaOH in the H adjustment tank 1 increases, the number of control and monitoring points increases, the maintenance becomes complicated, and the initial cost increases. In the non-circulation system without a circulation line shown in FIG. 4C, if there is a sudden change in pH or temperature, it cannot be dealt with immediately, and the stability of the processing system is lost.

【0013】本発明は、上記事情に鑑みてなされたもの
で、その目的は、従来の大循環方式あるいは小循環方式
だけの設備ではなく、両方の循環方式を組み合わせるこ
とで、それぞれの欠点をなくし、安定した運用が可能な
嫌気性廃水処理設備を提供することにある。
The present invention has been made in view of the above circumstances, and an object of the present invention is to eliminate the drawbacks of each by combining both circulation systems instead of the conventional large circulation system or small circulation system. Another object of the present invention is to provide an anaerobic wastewater treatment facility capable of stable operation.

【0014】[0014]

【課題を解決するための手段】上記目的を達成するため
に、本発明の請求項1は、廃水をpH調整槽で嫌気性細
菌が活性化するpHに調整して嫌気性廃水処理装置に送
り、この嫌気性廃水処理装置内で廃水中のBODを80
〜95%除去して処理水槽へ送るようにした嫌気性廃水
処理設備において、前記処理水槽内に貯留された処理水
の一部を循環ポンプにより前記pH調整槽または前記嫌
気性廃水処理装置のいずれにも返送可能に構成したこと
を特徴とする。
Means for Solving the Problems To achieve the above object, a first aspect of the present invention is to adjust wastewater to a pH at which anaerobic bacteria are activated in a pH adjusting tank and send the adjusted wastewater to an anaerobic wastewater treatment apparatus. In this anaerobic wastewater treatment equipment, the BOD in wastewater is reduced to 80
In an anaerobic wastewater treatment facility in which 〜95% is removed and sent to a treatment water tank, a part of the treatment water stored in the treatment water tank is circulated by a circulation pump to either the pH adjustment tank or the anaerobic wastewater treatment apparatus. It is also characterized by being configured to be able to be returned.

【0015】請求項1によると、常時は小循環方式を採
用しているため、大循環方式の欠点である凍結対策,循
環ラインの間欠運転がなくなり、また小循環の欠点であ
るトラブル対策は、大循環方式に切換えることで対応で
きるため、安定した廃水処理設備の運用が可能になる。
According to the first aspect of the present invention, since the small circulation system is always employed, the measures against freezing and the intermittent operation of the circulation line which are disadvantages of the large circulation system are eliminated. By switching to the general circulation system, it is possible to cope with the situation, so that stable operation of wastewater treatment equipment becomes possible.

【0016】本発明の請求項2は、請求項1記載の嫌気
性廃水処理設備において、前記循環ポンプに速度制御器
を取付け、前記嫌気性廃水処理装置内の上昇流速を一定
に保つように制御するように構成したことを特徴とす
る。請求項2によると、循環ポンプの速度制御を行うこ
とで、嫌気性廃水処理装置内の上昇流速が一定に保た
れ、安定した廃水処理が可能になる。
According to a second aspect of the present invention, in the anaerobic wastewater treatment equipment according to the first aspect, a speed controller is attached to the circulation pump so as to control the rising flow rate in the anaerobic wastewater treatment apparatus to be constant. It is characterized by having comprised so that it may perform. According to the second aspect, by controlling the speed of the circulation pump, the ascending flow rate in the anaerobic wastewater treatment apparatus is kept constant, and stable wastewater treatment can be performed.

【0017】[0017]

【発明の実施の形態】以下、本発明の実施の形態を図を
参照して説明する。図1は本発明の第1実施例(請求項
1対応)の構成図である。図に示すように、本実施例の
嫌気性廃水処理設備では、廃水(原水)は、pH調整槽
1で、後段の嫌気性廃水処理装置3内の嫌気性細菌が適
正なpH,温度になるように、pH調整槽1内に取り付
けたpH計15と温度計16によりpHを6.5〜7.
5の間に調整され、温度を33〜38℃の間に調整され
る。このように調整された廃水は、給液ポンプ2により
嫌気性廃水処理装置3に送られる。この送られた廃水
は、嫌気性廃水処理装置3内で上昇流速1m/h程度に
なるように給液ポンプ2の二次側に取り付けられた弁で
調整され、流量計9,10で監視される。また、この嫌
気性廃水処理装置3では、廃水中に含まれるBODを8
0〜95%まで除去される。このように嫌気性廃水処理
装置3にて処理された廃水(以降処理水)は、処理水槽
4に送られ、この処理水槽4に貯留される。この処理水
槽4の処理水は、後段の処理設備等に送られるが、その
一部は循環ポンプ5によりpH調整槽1、もしくは給液
ポンプ2と嫌気性廃水処理装置3の間に返送される。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a configuration diagram of a first embodiment (corresponding to claim 1) of the present invention. As shown in the figure, in the anaerobic wastewater treatment equipment of the present embodiment, wastewater (raw water) is supplied to the pH adjustment tank 1 so that the anaerobic bacteria in the anaerobic wastewater treatment apparatus 3 at the subsequent stage have appropriate pH and temperature. As described above, the pH is adjusted to 6.5 to 7.0 by the pH meter 15 and the thermometer 16 installed in the pH adjusting tank 1.
5 and the temperature is adjusted between 33-38 ° C. The wastewater thus adjusted is sent to the anaerobic wastewater treatment device 3 by the liquid supply pump 2. This sent wastewater is adjusted by a valve attached to the secondary side of the feed pump 2 so as to have a rising flow velocity of about 1 m / h in the anaerobic wastewater treatment device 3, and is monitored by flow meters 9 and 10. You. In the anaerobic wastewater treatment apparatus 3, the BOD contained in the wastewater is reduced by 8%.
Removed to 0-95%. The wastewater treated in the anaerobic wastewater treatment device 3 (hereinafter referred to as treated water) is sent to the treated water tank 4 and stored in the treated water tank 4. The treated water in the treated water tank 4 is sent to the subsequent treatment equipment and the like, and part of the treated water is returned by the circulation pump 5 between the pH adjusting tank 1 or the liquid supply pump 2 and the anaerobic wastewater treatment device 3. .

【0018】ところで、循環ラインの選択については、
状況に応じてその都度選択されるが、その切換は切換弁
7,8にて行われる。弁6は切換弁7,8のメンテナン
ス用として設置されている。循環ポンプ5からの吐出量
を監視するために流量計14を取り付けている。大循環
方式で運用する場合、どれだけpH調整槽1に返送する
のか、その返送量は流量計13で確認する。また、小循
環方式で運用する場合、小循環の流量は流量計11で測
定する。さらに、循環水の水質監視用として温度計1
9,pH計20を処理水槽4に設置している。
By the way, regarding the selection of the circulation line,
The selection is made each time according to the situation, but the switching is performed by the switching valves 7 and 8. The valve 6 is provided for maintenance of the switching valves 7 and 8. A flow meter 14 is attached to monitor the discharge amount from the circulation pump 5. In the case of operating in the general circulation system, the amount returned to the pH adjustment tank 1 is confirmed by the flow meter 13 to determine how much is returned. When operating in the small circulation system, the flow rate of the small circulation is measured by the flow meter 11. Furthermore, a thermometer 1 is used for monitoring the quality of the circulating water.
9. A pH meter 20 is installed in the treatment water tank 4.

【0019】次に、本実施例の作用について説明する。
まず、2つの循環ラインの使用法について説明する。廃
水はpH調整槽1に入り、ここで、pH計16,温度計
15の指示に基づきpH,温度のコントロールを行う。
コントロールされた廃水は給液ポンプ2により嫌気性廃
水処理装置3に送られ、ここで廃水のBODが80〜9
5%除去される。除去された廃水は、処理水として処理
水槽4に送られ、そこから後段の処理設備に送られる。
また、処理水の一部は循環水として給液ポンプ2と嫌気
性廃水処理装置3との間の配管(小循環方式)に返送さ
れる。
Next, the operation of the present embodiment will be described.
First, how to use the two circulation lines will be described. The wastewater enters the pH adjusting tank 1, where the pH and temperature are controlled based on the instructions of the pH meter 16 and the thermometer 15.
The controlled wastewater is sent to the anaerobic wastewater treatment device 3 by the feed pump 2, where the BOD of the wastewater is 80 to 9
5% is removed. The removed wastewater is sent to the treated water tank 4 as treated water, from which it is sent to the subsequent treatment equipment.
A part of the treated water is returned as circulating water to a pipe (small circulation system) between the liquid supply pump 2 and the anaerobic wastewater treatment device 3.

【0020】循環ポンプ5の運転方法及び流量設定は、
循環方式により異なるが、大循環方式ではpH調整槽1
の水位高、処理水槽4の水位低で停止する。小循環方式
では循環ポンプ5は連続運転であるため、大循環方式の
欠点であった凍結対策,循環ライン間欠運転がなくな
る。また、小循環の欠点であるトラブルなどによる嫌気
性廃水処理装置3内のpH,温度調整の対策は、処理水
をpH調整槽1に戻し、処理水を加温,pH調整する大
循環方式に切り替えることで対応できる。なお、嫌気性
廃水処理装置3内の嫌気性細菌が活性化し、処理状況が
よくなった場合、切換弁7,8の切換えにより小循環方
式に戻すようにする。
The operation method and the flow rate setting of the circulation pump 5 are as follows.
Depending on the circulation system, the pH adjustment tank 1
The operation stops when the water level is high and the water level in the treatment tank 4 is low. In the small circulation system, since the circulation pump 5 is operated continuously, the measures against freezing and intermittent operation of the circulation line, which are disadvantages of the large circulation system, are eliminated. In addition, measures for pH and temperature adjustment in the anaerobic wastewater treatment apparatus 3 due to troubles, which are a drawback of small circulation, are as follows: return the treated water to the pH adjustment tank 1, heat the treated water, and adjust the pH. We can cope by changing. In addition, when the anaerobic bacteria in the anaerobic wastewater treatment device 3 are activated and the treatment situation is improved, the switching to the small circulation system is performed by switching the switching valves 7 and 8.

【0021】上記したように、本実施例では常時は小循
環方式を採用しているため、大循環方式の欠点であった
凍結対策,循環ラインの間欠運転がなくなる。また、小
循環の欠点であるトラブル対策については、大循環方式
に切換えることで対応できるため、安定した廃水処理プ
ラントの運用が可能になる。また、pH計,温度計を処
理水槽に取り付けることにより、嫌気性廃水処理装置3
内部の処理状況の監視を行うことができる。
As described above, in this embodiment, since the small circulation system is always employed, the measures against freezing and the intermittent operation of the circulation line, which are disadvantages of the large circulation system, are eliminated. In addition, trouble countermeasures, which is a disadvantage of small circulation, can be dealt with by switching to a large circulation system, so that a stable operation of a wastewater treatment plant can be realized. Further, by attaching a pH meter and a thermometer to the treatment water tank, the anaerobic wastewater treatment device 3
Monitoring of the internal processing status can be performed.

【0022】図2は本発明の第2実施例(請求項1対
応)の構成図であり、本実施例が図1の実施例と異なる
構成は切換弁7a,8aを電動弁とし、自動的に大循環
方式に切り換えるようにした点であり、その他の構成は
同一であるので、同一部分には同一符号を付して説明す
る。
FIG. 2 is a block diagram of a second embodiment (corresponding to claim 1) of the present invention. This embodiment is different from the embodiment of FIG. 1 in that the switching valves 7a and 8a are electrically operated valves, Since the configuration is switched to the general circulation mode and other configurations are the same, the same portions are denoted by the same reference numerals and described.

【0023】図に示すように、本実施例では、小循環方
式による嫌気性処理装置3の処理状況において、処理水
槽4に取り付けた温度計19及びpH計20の指示が、
pH6.0以下、温度30℃以下になった場合、嫌気性
廃水処理装置3内部の嫌気性細菌が活性化していないた
め、電動弁7a,8aにより自動的に流量変更機構を小
循環方式から大循環方式に切り換えるように構成されて
いる。また、循環の流量を嫌気性廃水処理装置3の上昇
流速を0.7〜1.2m/hになるように、電動弁7
a,8aの開度を自動制御できるように構成されてい
る。
As shown in the figure, in the present embodiment, in the processing state of the anaerobic treatment device 3 by the small circulation method, the indication of the thermometer 19 and the pH meter 20 attached to the treatment water tank 4 is as follows.
When the pH becomes lower than 6.0 and the temperature becomes lower than 30 ° C., since the anaerobic bacteria in the anaerobic wastewater treatment apparatus 3 are not activated, the flow rate changing mechanism is automatically changed from the small circulation system by the electric valves 7a and 8a. It is configured to switch to the circulation system. Further, the electric valve 7 is controlled so that the flow rate of the circulation is set to 0.7 to 1.2 m / h at the rising flow rate of the anaerobic wastewater treatment apparatus 3.
The configuration is such that the opening degrees of a and 8a can be automatically controlled.

【0024】さらに、循環ラインに流量変更機構を有し
た配管を取り付け、また、嫌気性廃水処理装置の処理状
況を確認するため、pH調整槽1と処理水槽4に取り付
けられたpH計16,20及び温度計15,19によ
り、嫌気性廃水処理装置3内部の嫌気性細菌の処理状況
の確認を行うことができる。
Further, a piping having a flow rate changing mechanism is attached to the circulation line, and pH meters 16 and 20 attached to the pH adjustment tank 1 and the treatment water tank 4 are used to check the treatment status of the anaerobic wastewater treatment apparatus. By using the thermometers 15 and 19, the processing status of the anaerobic bacteria inside the anaerobic wastewater treatment device 3 can be confirmed.

【0025】図3は本発明の第3実施例(請求項2対
応)の構成図であり、本実施例が図1の実施例と異なる
構成は、給液ポンプ2と循環ポンプ5に速度制御装置1
2,18を取り付ける共に流量変更配管17を取り付け
た点であり、その他の構成は同一であるので、同一部分
には同一符号を付して説明する。
FIG. 3 is a block diagram of a third embodiment (corresponding to claim 2) of the present invention. This embodiment is different from the embodiment of FIG. 1 in that the speed control of the liquid supply pump 2 and the circulation pump 5 is performed. Apparatus 1
2 and 18 are attached, and the flow rate changing pipe 17 is attached, and the other configuration is the same.

【0026】図に示すように、本実施例では、流量計
9,10で得られる流量信号を速度制御装置12に取り
込み給液ポンプ2を制御し、また同時に流量計9,1
0,11,13で得られる流量信号を速度制御装置18
に取り込み循環ポンプ5を制御することで、廃水が嫌気
性廃水処理装置3内で上昇流速0.7〜1.2m/hに
なるように制御する。さらに、流量変更配管17により
処理水槽4からの循環水をPH調整槽1へ返送する大循
環方式、あるいは嫌気性廃水処理装置3の入口配管へ返
送する小循環方式に容易に切換えられる。
As shown in the figure, in this embodiment, the flow rate signals obtained by the flow meters 9 and 10 are taken into a speed control device 12 to control the feed pump 2, and at the same time, the flow meters 9 and 1 are controlled.
The flow rate signals obtained at 0, 11, 13 are
By controlling the circulation pump 5, the wastewater is controlled so as to have a rising flow rate of 0.7 to 1.2 m / h in the anaerobic wastewater treatment apparatus 3. Further, it can be easily switched to the large circulation system in which the circulating water from the treated water tank 4 is returned to the PH adjustment tank 1 by the flow rate changing pipe 17 or the small circulation system in which the circulating water is returned to the inlet pipe of the anaerobic wastewater treatment device 3.

【0027】上記のように、廃水の流量を制御すること
により嫌気性廃水処理装置3での廃水処理効率を向上さ
せ、安定した廃水処理設備の運用が可能になり、電力料
金などランニングコストが節約できる。また、弁を電動
弁にすることで、嫌気性廃水処理装置の処理状況に応じ
て大循環方式または小循環方式に切換えられるので、安
定した廃水処理プラント運用を行うことができる。
As described above, by controlling the flow rate of the wastewater, the efficiency of the wastewater treatment in the anaerobic wastewater treatment apparatus 3 is improved, the stable operation of the wastewater treatment equipment becomes possible, and the running cost such as the electricity charge is reduced. it can. Further, by using a motor-operated valve as the valve, the system can be switched to the large circulation system or the small circulation system according to the treatment state of the anaerobic wastewater treatment apparatus, so that a stable wastewater treatment plant can be operated.

【0028】[0028]

【発明の効果】以上説明したように、本発明(請求項1
対応)によると、常時は小循環方式を採用しているた
め、大循環方式の欠点である凍結対策,循環ラインの間
欠運転がなくなり、また小循環の欠点であるトラブル対
策は、大循環方式に切換えることで対応できるため、安
定した廃水処理プラントの運用が可能になる。また、弁
を電動弁にすることで、廃水処理状況に応じて大循環方
式または小循環方式に自動的に切換えられるので、さら
に安定した廃水処理プラントの運用を行うことができ
る。
As described above, the present invention (Claim 1)
According to the countermeasure), the small circulation system is always used, eliminating the problems of freezing and the intermittent operation of the circulation line, which are the disadvantages of the large circulation system. Since switching can be dealt with, stable operation of a wastewater treatment plant can be realized. Further, by using a motor-operated valve, the system can be automatically switched to the large circulation system or the small circulation system according to the wastewater treatment status, so that a more stable operation of the wastewater treatment plant can be performed.

【0029】また、本発明(請求項2対応)によると、
給液ポンプ及び循環ポンプの速度制御を行うことで、嫌
気性廃水処理装置内の上昇流速が一定に保たれ、安定し
た廃水処理が可能になり、電力料金などランニングコス
トが節約できる。また、電動弁の開度制御を行うこと
で、嫌気性廃水処理装置内の上昇流速が一定に保たれ、
安定した廃水処理が可能になる。
According to the present invention (corresponding to claim 2),
By controlling the speeds of the liquid supply pump and the circulation pump, the ascending flow rate in the anaerobic wastewater treatment apparatus is kept constant, stable wastewater treatment becomes possible, and running costs such as electricity charges can be saved. In addition, by performing the opening control of the electric valve, the ascending flow rate in the anaerobic wastewater treatment device is kept constant,
Stable wastewater treatment becomes possible.

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

【図1】本発明の第1実施例の構成図。FIG. 1 is a configuration diagram of a first embodiment of the present invention.

【図2】本発明の第2実施例の構成図。FIG. 2 is a configuration diagram of a second embodiment of the present invention.

【図3】本発明の第3実施例の構成図。FIG. 3 is a configuration diagram of a third embodiment of the present invention.

【図4】従来の廃水処理装置の処理フロー図であり、同
図(A)は大循環方式のフロー図、同図(B)は小循環
方式のフロー図、同図(C)は非循環方式のフロー図。
FIG. 4 is a process flow diagram of a conventional wastewater treatment apparatus, wherein FIG. 4A is a flow diagram of a large circulation system, FIG. 4B is a flow diagram of a small circulation system, and FIG. FIG.

【符号の説明】[Explanation of symbols]

1…pH調整槽、2…給液ポンプ、3…嫌気性廃水処理
装置、4…処理水槽、5…循環ポンプ、6,7,8…電
動弁、9,10,11,13,14…流量計、12,1
8…速度制御装置、15,19…温度計、16,20…
pH計、17…流量変更配管。
DESCRIPTION OF SYMBOLS 1 ... pH adjustment tank, 2 ... Supply pump, 3 ... Anaerobic wastewater treatment apparatus, 4 ... Treatment water tank, 5 ... Circulation pump, 6,7,8 ... Electric valve, 9,10,11,13,14 ... Flow rate 12,1
8. Speed control device, 15, 19 Thermometer, 16, 20 ...
pH meter, 17 ... flow rate change piping.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 廃水をpH調整槽で嫌気性細菌が活性化
するpHに調整して嫌気性廃水処理装置に送り、この嫌
気性廃水処理装置内で廃水中のBODを80〜95%除
去して処理水槽へ送るようにした嫌気性廃水処理設備に
おいて、前記処理水槽内に貯留された処理水の一部を循
環ポンプにより前記pH調整槽または前記嫌気性廃水処
理装置のいずれにも返送可能に構成したことを特徴とす
る嫌気性廃水処理設備。
1. The wastewater is adjusted to a pH at which anaerobic bacteria are activated in a pH adjusting tank and sent to an anaerobic wastewater treatment apparatus, where BOD in the wastewater is removed by 80 to 95% in the anaerobic wastewater treatment apparatus. In the anaerobic wastewater treatment equipment that is sent to the treatment water tank, a part of the treatment water stored in the treatment water tank can be returned to either the pH adjustment tank or the anaerobic wastewater treatment device by a circulation pump. An anaerobic wastewater treatment facility characterized by comprising.
【請求項2】 請求項1記載の嫌気性廃水処理設備にお
いて、前記循環ポンプに速度制御装置を取付け、前記嫌
気性廃水処理装置内の上昇流速を一定に保つように制御
するように構成したことを特徴とする嫌気性廃水処理設
備。
2. The anaerobic wastewater treatment equipment according to claim 1, wherein a speed control device is attached to the circulation pump to control the anaerobic wastewater treatment device so as to keep the rising flow rate constant. An anaerobic wastewater treatment facility characterized by the following.
JP17509799A 1999-06-22 1999-06-22 Anaerobic wastewater treatment equipment Pending JP2001000994A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17509799A JP2001000994A (en) 1999-06-22 1999-06-22 Anaerobic wastewater treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17509799A JP2001000994A (en) 1999-06-22 1999-06-22 Anaerobic wastewater treatment equipment

Publications (1)

Publication Number Publication Date
JP2001000994A true JP2001000994A (en) 2001-01-09

Family

ID=15990210

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17509799A Pending JP2001000994A (en) 1999-06-22 1999-06-22 Anaerobic wastewater treatment equipment

Country Status (1)

Country Link
JP (1) JP2001000994A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006110511A (en) * 2004-10-18 2006-04-27 Hitachi Plant Eng & Constr Co Ltd Operation method for anaerobic ammonia oxidation apparatus
JP2010063974A (en) * 2008-09-09 2010-03-25 Sumitomo Heavy Industries Environment Co Ltd Anaerobic treatment apparatus and anaerobic treatment method
CN104085931A (en) * 2014-06-27 2014-10-08 河南新大新材料股份有限公司 Comprehensive adjusting system and adjusting method for industrial wastewater treatment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006110511A (en) * 2004-10-18 2006-04-27 Hitachi Plant Eng & Constr Co Ltd Operation method for anaerobic ammonia oxidation apparatus
JP2010063974A (en) * 2008-09-09 2010-03-25 Sumitomo Heavy Industries Environment Co Ltd Anaerobic treatment apparatus and anaerobic treatment method
CN104085931A (en) * 2014-06-27 2014-10-08 河南新大新材料股份有限公司 Comprehensive adjusting system and adjusting method for industrial wastewater treatment
CN104085931B (en) * 2014-06-27 2016-04-06 河南易成新能源股份有限公司 Industrial Wastewater Treatment integrated control and control method

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