JPH0364198B2 - - Google Patents
Info
- Publication number
- JPH0364198B2 JPH0364198B2 JP58107706A JP10770683A JPH0364198B2 JP H0364198 B2 JPH0364198 B2 JP H0364198B2 JP 58107706 A JP58107706 A JP 58107706A JP 10770683 A JP10770683 A JP 10770683A JP H0364198 B2 JPH0364198 B2 JP H0364198B2
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- suspended solids
- flow rate
- digestion tank
- input
- 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.)
- Expired - Lifetime
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
Landscapes
- Treatment Of Sludge (AREA)
Description
【発明の詳細な説明】
〔発明の技術分野〕
本発明は下水処理場などにおける有機性汚泥を
嫌気性細菌により消化処理する消化槽の返送汚泥
の制御装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a control device for returning sludge from a digestion tank in which organic sludge in a sewage treatment plant is digested by anaerobic bacteria.
下水処理場の最初沈澱池や最終沈澱池からは有
機性汚泥が引抜かれるが、この有機性汚泥は濃縮
槽で濃縮された後、消化槽に投入されて消化処理
される。消化槽に投入された有機性汚泥は嫌気性
細菌により、液化とガス化の過程を経て炭酸ガス
とメタンガスに分解され、メタンガスはガス貯留
タンクに導かれ消化槽保温等の熱源に供される。
一方消化処理された消化汚泥は消化槽より引抜か
れ、次工程の洗浄および脱水設備へ送られる。
Organic sludge is extracted from the initial settling tank and final settling tank at a sewage treatment plant, and after being concentrated in a thickening tank, it is put into a digestion tank where it is digested. The organic sludge put into the digester is decomposed into carbon dioxide and methane gas by anaerobic bacteria through the process of liquefaction and gasification, and the methane gas is led to a gas storage tank and used as a heat source to keep the digester warm.
On the other hand, the digested sludge is extracted from the digestion tank and sent to the next process of washing and dewatering equipment.
通常消化には高率化消化法が採用され、2つの
消化槽を用いて2段消化が行なわれている。この
場合に二次消化槽から一次消化槽に充分消化され
た種汚泥に返送することが必要である。 Normally, a high-efficiency digestion method is used for digestion, and two-stage digestion is performed using two digestion vessels. In this case, it is necessary to return the sufficiently digested seed sludge from the secondary digestion tank to the primary digestion tank.
従来、この種汚泥の返送には濃縮槽からの投入
生汚泥流量に一定比率をかけた値を返送種汚泥量
の目標値として返送種汚泥ポンプを制御する方式
が多く採用されている。 Conventionally, for returning this type of sludge, a method has often been adopted in which a value obtained by multiplying the raw sludge flow rate input from the thickening tank by a certain ratio is used as a target value for the amount of return type sludge, and a return type sludge pump is controlled.
第1図において、濃縮槽(図示せず)から引抜
かれた生汚泥は生汚泥投入ポンプ1により1次消
化槽2へ送られる。その流量は流量計6により計
測される。1次消化槽2にて撹拌および加温のも
とで嫌気性細菌により液化、ガス化の過程を経て
メタンガスと炭酸ガスに分解される。さらに1次
消化槽2内下部の消化汚泥を引抜いて汚泥移送ポ
ンプ3により2次消化槽4へ送る。2次消化槽4
にて後消化と濃縮を行つた後、一部の消化汚泥は
返送種汚泥ポンプ5により1次消化槽2へ返送す
る。この返送種汚泥流量は流量計7にて計測す
る。その他の消化汚泥は次工程の洗浄設備等へ送
られる。この場合、返送種汚泥流量が、投入生汚
泥流量の約1〜3倍となるように、投入生汚泥流
量を流量計6により計測し、この信号にある比率
をかけるべく比率器8により増幅し、この比率器
8の出力を返送種汚泥流量目標値として流量調節
器9へ入力する。流量調節器9は返送種汚泥流量
を流量計7からフイードバツクされ、PID動作に
より所定の返送種汚泥流量となるように返送種汚
泥ポンプ5を制御する。 In FIG. 1, raw sludge drawn from a thickening tank (not shown) is sent to a primary digestion tank 2 by a raw sludge input pump 1. The flow rate is measured by a flow meter 6. In the primary digestion tank 2, it is decomposed into methane gas and carbon dioxide gas through liquefaction and gasification processes by anaerobic bacteria under stirring and heating. Further, the digested sludge in the lower part of the primary digestion tank 2 is pulled out and sent to the secondary digestion tank 4 by the sludge transfer pump 3. Secondary digestion tank 4
After post-digestion and concentration, part of the digested sludge is returned to the primary digestion tank 2 by a return sludge pump 5. The flow rate of the returned sludge is measured by a flow meter 7. Other digested sludge is sent to the next process, such as cleaning equipment. In this case, the input raw sludge flow rate is measured by the flowmeter 6 so that the return seed sludge flow rate is approximately 1 to 3 times the input raw sludge flow rate, and the ratio is amplified by the ratio device 8 to multiply this signal by a certain ratio. The output of this ratio device 8 is inputted to the flow rate regulator 9 as a target flow rate of return type sludge. The flow rate regulator 9 receives feedback of the flow rate of return sludge from the flow meter 7, and controls the return sludge pump 5 to a predetermined flow rate of return sludge by PID operation.
ところで、このような従来の方法は投入生汚泥
も返送種汚泥も単にその流量のみをとらえている
ので、次のような問題点がある。 By the way, such conventional methods simply measure the flow rates of input raw sludge and returned seed sludge, and therefore have the following problems.
第一に投入生汚泥の性状には無関係に種汚泥を
返送することになり、投入生汚泥の性状(浮遊物
質濃度)の変動に追従できなく、種汚泥の過不足
(詳しくは、嫌気性細菌による液化とガス化の過
程でのそれぞれの酸性と弱アルカリ性の環境を乱
す)となり、消化効率を最適に維持できない。一
方、2次消化槽の汚泥の性状変化に対しても同様
に消化効率を最適に維持できない。 Firstly, the seed sludge is returned regardless of the properties of the input raw sludge, making it impossible to follow changes in the properties of the input raw sludge (suspended solids concentration), and the excess or deficiency of the seed sludge (more specifically, the anaerobic bacteria This disturbs the acidic and slightly alkaline environments during the liquefaction and gasification processes, respectively), making it impossible to maintain optimal digestion efficiency. On the other hand, the digestion efficiency cannot be maintained at an optimum level even when the properties of the sludge in the secondary digestion tank change.
本発明の目的は1次消化槽への投入生汚泥の性
状が変動しても、あるいは2次消化槽の汚泥の性
状の変動に対しても、1次および2次消化槽での
消化を効率よくかつ安定に行える消化槽の返送汚
泥制御装置を供給することにある。
The purpose of the present invention is to efficiently perform digestion in the primary and secondary digestion tanks even when the properties of the raw sludge input to the primary digestion tank change, or even when the properties of the sludge in the secondary digestion tank change. An object of the present invention is to provide a return sludge control device for a digestion tank that can be operated efficiently and stably.
本発明の特徴は投入生汚泥および返送種汚泥と
もに流量のみでなく流量との浮遊物質濃度から投
入生汚泥と返送種汚泥の浮遊物質量に観点を置き
制御装置を構成することである。
The feature of the present invention is that the control device is configured not only based on the flow rate of both input raw sludge and returned sludge, but also based on the suspended solids concentration in relation to the flow rate.
以下本発明を第2図に示す一実施例を参照して
詳細に説明する。第2図において、1は生汚泥投
入ポンプで、図示しない濃縮槽から引抜かれた生
汚泥を1次消化槽2に投入する。3は汚泥移送ポ
ンプで1次消化槽2内の下部汚泥を2次消化槽4
に移送する。5は返送種汚泥ポンプ、6,7は汚
泥流量計でそれぞれ管路20,21に設けられ
る。
The present invention will be explained in detail below with reference to an embodiment shown in FIG. In FIG. 2, reference numeral 1 denotes a raw sludge input pump, which inputs raw sludge drawn from a thickening tank (not shown) into a primary digestion tank 2. 3 is a sludge transfer pump that transfers the lower sludge in the primary digestion tank 2 to the secondary digestion tank 4.
Transfer to. 5 is a return type sludge pump, and 6 and 7 are sludge flowmeters, which are installed in pipes 20 and 21, respectively.
ここまでの構成は第1図で示したものと同じで
あり、第1および第2の消化槽2,4における消
化処理によつて発生した消化ガス(炭酸ガスとメ
タンガスを主成分としたもの)は管路22により
図示しないガスタンクに送られる。また、2次消
化槽4の消化処理により生じる上澄水は管路23
により、また2次消化槽4内の濃縮汚泥は管路2
4により、それぞれ次の処理工程に送られる。 The configuration up to this point is the same as that shown in Figure 1, and the digestion gas (mainly composed of carbon dioxide gas and methane gas) generated by the digestion process in the first and second digestion tanks 2 and 4. is sent to a gas tank (not shown) through a pipe 22. In addition, the supernatant water generated by the digestion process in the secondary digestion tank 4 is transferred to the pipe 23.
Also, the thickened sludge in the secondary digestion tank 4 is transferred to the pipe 2.
4, each is sent to the next processing step.
10,11は浮遊物質濃度計で、管路21,2
0に設けられこれらに流れる汚泥中の浮遊物質濃
度を測定する。12は乗算器で、投入生汚泥の流
量と浮遊物質濃度信号を対応する測定器から入力
し、浮遊物質量を乗算により求め出力する。13
は返送種汚泥についての同様の乗算器である。8
は一定定数を乗算する比率器、9は流量制御器
で、比率器8からの信号を目標値とし、乗算器1
3からの信号をフイードバツクとしてPID動作に
て返送種汚泥ポンプ5を制御する。 10 and 11 are suspended solids concentration meters, and pipes 21 and 2
0 to measure the concentration of suspended solids in the sludge flowing through them. 12 is a multiplier which inputs the flow rate of input raw sludge and the suspended solids concentration signal from the corresponding measuring device, calculates and outputs the amount of suspended solids by multiplication. 13
is a similar multiplier for return seed sludge. 8
is a ratio device that multiplies a constant constant, 9 is a flow rate controller, the signal from ratio device 8 is set as a target value, and multiplier 1
The return species sludge pump 5 is controlled by PID operation using the signal from 3 as feedback.
以上の構成において、生汚泥投入ポンプ1によ
り1次消化槽2へ投入される生汚泥の流量と浮遊
物質濃度が流量計6と濃度計10とによりそれぞ
れ計測され、これらは乗算器12へ入力される。
乗算器12では、(生汚泥流量)×(生汚泥浮遊物
濃度)=生汚泥浮遊物量、が演算され比率器8へ
入力される。比率器8は事前に決定(消化槽容
積、返送種汚泥ポンプ容量、等から決定される)
される定数(1〜3倍)を乗算器12より入力さ
れる生汚泥浮遊物量に掛算し、その結果を流量調
節器9へ入力する。 In the above configuration, the flow rate and suspended solids concentration of raw sludge introduced into the primary digestion tank 2 by the raw sludge input pump 1 are measured by the flow meter 6 and the concentration meter 10, and these are input to the multiplier 12. Ru.
The multiplier 12 calculates (raw sludge flow rate) x (raw sludge suspended solids concentration) = raw sludge suspended solids amount, and inputs it to the ratio machine 8 . Ratio device 8 is determined in advance (determined from the digestion tank volume, return type sludge pump capacity, etc.)
The raw sludge suspended matter amount inputted from the multiplier 12 is multiplied by a constant (1 to 3 times), and the result is inputted to the flow rate regulator 9.
一方、2次消化槽4から返送種汚泥ポンプ5に
より引抜かれた種汚泥の流量と浮遊物質濃度が流
量計7と濃度計11とによりそれぞれ計測され、
1次消化槽2へ返送される。返送種汚泥の流量と
浮遊物質濃度は生汚泥と同様に返送種汚泥の浮遊
物書を求めるために乗算器13へ入力され、乗算
器13の出力(返送種汚泥浮遊物量)は流量調節
器9へ入力される。 On the other hand, the flow rate and suspended solids concentration of the seed sludge drawn out from the secondary digestion tank 4 by the return seed sludge pump 5 are measured by the flow meter 7 and the concentration meter 11, respectively.
It is returned to the primary digestion tank 2. The flow rate and suspended solids concentration of the returned seed sludge are inputted to the multiplier 13 in order to obtain the suspended solids of the returned seed sludge in the same way as raw sludge, and the output of the multiplier 13 (the amount of suspended solids in the returned seed sludge) is input to the flow rate regulator 9. is input to.
1次消化槽2へ投入された生汚泥と返送種汚泥
は1次消化槽内で、撹拌および加温が施されて嫌
気性消化細菌による消化が行なわれる。消化が終
了後汚泥移送ポンプ3により2次消化槽4に移送
され、2次消化槽4にて後消化と濃縮を行つた
後、一部は前記の返送種汚泥として使用され、他
は洗浄設備等の次工程へ送泥される。 The raw sludge and returned seed sludge introduced into the primary digestion tank 2 are stirred and heated in the primary digestion tank 2, and are digested by anaerobic digestion bacteria. After the digestion is completed, the sludge is transferred to the secondary digestion tank 4 by the sludge transfer pump 3, and after post-digestion and concentration are performed in the secondary digestion tank 4, some of it is used as the above-mentioned return seed sludge, and the rest is sent to the cleaning equipment. The slurry is sent to the next process.
流量調節器9では、比率器8からの入力を目標
値とし、乗算器13からの入力をフイードバツク
としてPID動作により返送種汚泥ポンプを制御す
る。この結果投入生汚泥中の浮遊物質量の消化に
必要な返送種汚泥を質的に最適制御される。 The flow rate regulator 9 uses the input from the ratio device 8 as a target value and the input from the multiplier 13 as feedback to control the return species sludge pump by PID operation. As a result, the amount of returned seed sludge necessary for digesting the amount of suspended solids in the input raw sludge can be qualitatively and optimally controlled.
本発明の他の実施例を第3図を用いて説明す
る。第2図に示した実施例はPID調節計等の閉ル
ープ系の制御装置であるが第3図に示すものは積
算と比較の手段を導入して開ループでの制御装置
を構成するものである。第2図の実施例と同一の
部分の説明は省略する。 Another embodiment of the present invention will be described with reference to FIG. The embodiment shown in Fig. 2 is a closed-loop control device such as a PID controller, but the embodiment shown in Fig. 3 is an open-loop control device by introducing integration and comparison means. . Description of the same parts as in the embodiment of FIG. 2 will be omitted.
比率器8の出力(投入生汚泥の浮遊物量)は積
算器14に入力され、同様に乗算器13の出力
(返送種汚泥の浮遊物量)は積算器15に入力さ
れる。通常消化槽への生汚泥の投入は6〜10回/
日のバツチ運転で行い、連続投入されることはほ
とんどないので、このバツチ運転の1回毎に積算
を行うようにする。積算器14,15の出力(そ
れぞれ投入生汚泥浮遊物量積算値KΣSSIと返送種
汚泥浮遊物量積算値ΣSSR)はそれぞれ比較器1
6へ入力され、比較器16ではKΣSSI≦ΣSSRに
て論理1をシーケンス制御器17へ出力する。シ
ーケンス制御器17は生汚泥投入ポンプ1の運転
信号により起動信号を、また比較器16よりの論
理1の信号により停止信号をそれぞれ返送種汚泥
ポンプ5へ送信する。さらに返送種汚泥ポンプ5
へ停止信号を送信すると同時に積算器14,15
へ積算リセツト信号を出力する。 The output of the ratio device 8 (the amount of suspended solids in the input raw sludge) is input to the integrator 14 , and similarly the output of the multiplier 13 (the amount of suspended solids in the returned raw sludge) is input to the integrator 15 . Normally raw sludge is added to the digestion tank 6 to 10 times/
This is done in batch operation on a daily basis, and since it is unlikely that continuous injection is carried out, the integration should be carried out every time this batch operation is performed. The outputs of the integrators 14 and 15 (the integrated value KΣSS I of the input raw sludge suspended solids and the integrated value ΣSS R of the returned raw sludge suspended solids) are output by the comparators 1, respectively.
6, and the comparator 16 outputs logic 1 to the sequence controller 17 when KΣSS I ≦ΣSS R. The sequence controller 17 sends a start signal to the return type sludge pump 5 based on the operation signal of the raw sludge input pump 1, and a stop signal based on the logic 1 signal from the comparator 16. Furthermore, return species sludge pump 5
At the same time as transmitting a stop signal to integrator 14, 15
Outputs the integration reset signal to
以上の構成のもとで、生汚泥投入ポンプ1の起
動とともに返送種汚泥ポンプ5が起動し、1回の
バツチ運転での投入生汚泥の全浮遊物量に比例
(K倍)した目標返送種汚泥の浮遊物量を返送し
終つたとき(KΣSSI≦ΣSSR)、返送種汚泥ポンプ
が停止して、最適な返送種汚泥が実現できる。こ
の第3図の実施例では返送種汚泥ポンプを固定速
ポンプとできる長所をもつている。 Under the above configuration, the return species sludge pump 5 is started at the same time as the raw sludge input pump 1 is started, and the target return species sludge is proportional to (K times) the total suspended solids amount of the input raw sludge in one batch operation. When the amount of suspended solids has been returned (KΣSS I ≦ΣSS R ), the return type sludge pump stops, and the optimal return type sludge can be achieved. The embodiment shown in FIG. 3 has the advantage that the return sludge pump can be a fixed speed pump.
なお、上記説明では、乗算器や比率器等を例示
したが、これらの機能電子計算器による演算手段
により実行してもよい。 In addition, in the above description, a multiplier, a ratio machine, etc. were illustrated, but it may be performed by the calculation means of these functional electronic calculators.
以上説明したように、本発明によれば消化槽へ
の投入生汚泥の性状(浮遊物質濃度…SS)が変
化しても、また2次消化槽の消化汚泥の性状変化
に対しても、種汚泥の返送を最適に維持でき、消
化の効率維持と安定が保てる。さらには第3図の
実施例のように具体化の方法によつては返送種汚
泥ポンプを固定速化でき装置の簡略化が実現でき
る。
As explained above, according to the present invention, even if the properties of the raw sludge input to the digestion tank (suspended solids concentration...SS) change, or the properties of the digested sludge in the secondary digestion tank change, the species The return of sludge can be maintained optimally, and the efficiency and stability of digestion can be maintained. Furthermore, depending on the method of implementation as in the embodiment shown in FIG. 3, the speed of the return sludge pump can be fixed and the apparatus can be simplified.
第1図は従来装置の一例を示す構成図、第2図
は本発明による消化槽の返送汚泥制御装置の一実
施例を示す構成図、第3図は本発明の他の実施例
を示す構成図である。
1……生汚泥投入ポンプ、2……1次消化槽、
4……2次消化槽、5……返送種汚泥ポンプ、
6,7……流量計、10,11……濃度計、1
2,13……浮遊物質量演算手段、8……比率演
算手段、9,16,17……流量調節手段。
Fig. 1 is a block diagram showing an example of a conventional device, Fig. 2 is a block diagram showing an embodiment of a return sludge control device for a digester tank according to the present invention, and Fig. 3 is a block diagram showing another embodiment of the present invention. It is a diagram. 1... Raw sludge input pump, 2... Primary digestion tank,
4... Secondary digestion tank, 5... Return species sludge pump,
6, 7...Flowmeter, 10,11...Concentration meter, 1
2, 13... Suspended solid amount calculation means, 8... Ratio calculation means, 9, 16, 17... Flow rate adjustment means.
Claims (1)
る1次消化槽への投入生汚泥の流量と浮遊物質濃
度をそれぞれ測定する流量計および濃度計と、こ
れら投入生汚泥の流量と濃度より投入生汚泥の浮
遊物質量を出力する演算手段と、前記1次消化槽
より移送される汚泥の濃縮を行う2次消化槽から
前記1次消化槽へ返送する種汚泥の流量と浮遊物
質濃度をそれぞれ測定する流量計および濃度計
と、これら返送種汚泥の流量と濃度より返送種汚
泥の浮遊物質量を出力する演算手段と、投入生汚
泥の浮遊物質量と返送種汚泥の浮遊物質量との比
率を事前に与えられこの比率になるように返送種
汚泥ポンプを制御する流量調節手段とからなる消
化槽の返送汚泥制御装置。1 A flowmeter and a concentration meter are installed to measure the flow rate and suspended solids concentration of the raw sludge input into the primary digestion tank where organic raw sludge is digested by anaerobic bacteria, and the input raw sludge is measured based on the flow rate and concentration of the input raw sludge. Calculating means for outputting the amount of suspended solids in sludge, and measuring the flow rate and suspended solids concentration of seed sludge returned to the primary digestion tank from the secondary digestion tank that thickens the sludge transferred from the primary digestion tank. A flow meter and a concentration meter are used to calculate the ratio between the amount of suspended solids in the input raw sludge and the amount of suspended solids in the returned sludge. A return sludge control device for a digester tank, comprising a flow rate adjustment means for controlling a return seed sludge pump so that the ratio is given in advance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58107706A JPS60898A (en) | 1983-06-17 | 1983-06-17 | Control device for returned sludge to digesting tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58107706A JPS60898A (en) | 1983-06-17 | 1983-06-17 | Control device for returned sludge to digesting tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60898A JPS60898A (en) | 1985-01-05 |
| JPH0364198B2 true JPH0364198B2 (en) | 1991-10-04 |
Family
ID=14465876
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58107706A Granted JPS60898A (en) | 1983-06-17 | 1983-06-17 | Control device for returned sludge to digesting tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60898A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4576550A (en) * | 1983-12-02 | 1986-03-18 | General Electric Company | Diffuser for a centrifugal compressor |
-
1983
- 1983-06-17 JP JP58107706A patent/JPS60898A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60898A (en) | 1985-01-05 |
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