JPH0455916A - Waste water pump controller - Google Patents

Waste water pump controller

Info

Publication number
JPH0455916A
JPH0455916A JP16560690A JP16560690A JPH0455916A JP H0455916 A JPH0455916 A JP H0455916A JP 16560690 A JP16560690 A JP 16560690A JP 16560690 A JP16560690 A JP 16560690A JP H0455916 A JPH0455916 A JP H0455916A
Authority
JP
Japan
Prior art keywords
flow rate
discharge flow
water level
target
sewage pump
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
JP16560690A
Other languages
Japanese (ja)
Inventor
Emi Ozaki
恵美 尾崎
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 JP16560690A priority Critical patent/JPH0455916A/en
Publication of JPH0455916A publication Critical patent/JPH0455916A/en
Pending legal-status Critical Current

Links

Landscapes

  • Control Of Non-Electrical Variables (AREA)

Abstract

PURPOSE:To keep the level of a waste water pump well within a prescribed range by correcting a target discharge flow rate based on the decision whether the target discharge flow rate is kept within a range of a stable supply amount or not and the decision whether the level of the waste water pump well is kept within a prescribed range or not and applying the velocity control to a waste water pump. CONSTITUTION:A discharge flow rate correction means 11 receives a target discharge flow rate from a discharge flow rate arithmetic means 3 and decides whether this flow rate is kept under a prescribed upper/lower discharge flow rate limit range for stable supply or not. Furthermore the means 11 decides whether the level of a waste water pump well is under a prescribed upper/lower limit range or not. Based on these deciding results, the target discharge flow rate and the upper/lower discharge flow rate limit range for stable supply are decided and given to a velocity control part. Thus the stable supply of the waster water is secured in principle to a waste water treating system. Furthermore the power variance of a waste water pump is kept within a fixed range.

Description

【発明の詳細な説明】 [発明の目的コ (産業上の利用分野) 本発明は、浄水場その他の汚水処理施設などに利用され
る汚水ポンプ制御装置に係り、特に汚水ポンプ井から後
続の汚水処理系に汚水を安定に供給する汚水ポンプ制御
装置の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION [Purpose of the Invention (Field of Industrial Application) The present invention relates to a sewage pump control device used in water purification plants and other sewage treatment facilities. This invention relates to improvement of a sewage pump control device that stably supplies sewage to a treatment system.

(従来の技術) 一般に、汚水処理施設においては、汚水を汚水ポンプ井
に一時的に貯留する一方、この汚水ポンプ井の水位をほ
ぼ一定の目標水位とするために汚水ポンプ井から汚水を
汲み出して後続の汚水処理系例えば沈殿池に供給する必
要から、汚水ポンプ井と沈殿池との間に複数台のポンプ
が設置されている。そして、これらポンプの運転台数を
増減制御すると同時にポンプの速度制御を行うために汚
水ポンプ制御装置が設けられている。
(Prior art) Generally, in a sewage treatment facility, sewage is temporarily stored in a sewage pump well, and at the same time, sewage is pumped out from the sewage pump well in order to maintain the water level of the sewage pump well at a nearly constant target water level. Since it is necessary to supply a subsequent sewage treatment system, such as a settling tank, a plurality of pumps are installed between the sewage pump well and the settling tank. A sewage pump control device is provided to increase or decrease the number of these pumps in operation and simultaneously control the speed of the pumps.

第3図はかかる従来の汚水ポンプ制御装置の構成を示す
図である。すなわち、この装置は、汚水ポンプ井1の水
位を水位計2によって検出し、P1演算部3に導入する
。このP■演算部3では水位計2からの検出水位Lpv
と目標水位LSVとから偏差を求めた後、この偏差に基
づいてPI演算を行って制御要求値を得、この制御要求
値を目標吐出流量Qsvとして台数制御部4と速度制御
部5とに供給する。ここで、台数制御部4は目標吐出流
量Qsνとポンプ容量とに基づいて汚水ポンプ6の運転
台数を決定し、その決定台数にしたがって1台起動また
は1台停止の制御を行う。
FIG. 3 is a diagram showing the configuration of such a conventional sewage pump control device. That is, in this device, the water level of the sewage pump well 1 is detected by the water level gauge 2 and introduced into the P1 calculation section 3. In this P■ calculation unit 3, the detected water level Lpv from the water level gauge 2
After determining the deviation from the target water level LSV, a PI calculation is performed based on this deviation to obtain a control request value, and this control request value is supplied to the number control unit 4 and the speed control unit 5 as the target discharge flow rate Qsv. do. Here, the number control unit 4 determines the number of operating sewage pumps 6 based on the target discharge flow rate Qsν and the pump capacity, and performs control to start or stop one pump according to the determined number.

一方、速度制御部5は、目標吐出流量Qsvと吐出流量
計7の検出吐出流量との偏差に基づいてPI演算を実行
し、目標吐出流量Qsvに応じて各ポンプ6の運転速度
を制御する構成となっている。
On the other hand, the speed control unit 5 is configured to execute a PI calculation based on the deviation between the target discharge flow rate Qsv and the discharge flow rate detected by the discharge flow meter 7, and control the operating speed of each pump 6 according to the target discharge flow rate Qsv. It becomes.

8は沈殿池である。8 is a settling basin.

(発明が解決しようとする課題) ところで、汚水ポンプ井1の役割の一つは、後続の汚水
処理系例えば沈殿池8への水の安定供給にある。このこ
とは汚水が安定に供給できれば、汚水処理も安定に行う
ことが可能なことを意味する。従って、汚水ポンプ井1
はある程度バッファとしての役目を持っていることにな
る。
(Problems to be Solved by the Invention) One of the roles of the sewage pump well 1 is to stably supply water to the subsequent sewage treatment system, such as the settling tank 8. This means that if sewage can be stably supplied, sewage treatment can also be carried out stably. Therefore, sewage pump well 1
serves as a buffer to some extent.

しかし、従来の汚水ポンプ制御装置では汚水ポンプ井1
の水位を一定に制御することのみに依存し、後続の汚水
処理系に汚水を安定に供給する機能をもっていなかった
。その結果、例えば沈殿池での薬品制御が安定に行なえ
ないとか、ポンプの駆動電力を無駄に消費する問題があ
る。
However, in the conventional sewage pump control device, the sewage pump well 1
The system relied solely on controlling the water level at a constant level, and did not have the ability to stably supply wastewater to the subsequent wastewater treatment system. As a result, there are problems, for example, that chemical control in the sedimentation tank cannot be performed stably and that driving power for the pump is wasted.

本発明は上記実情に鑑みてなされたもので、常に汚水ポ
ンプ井の水位を規定範囲内に貯留でき、かつ、後続の汚
水処理系に汚水を常に安定に供給し得る汚水ポンプ制御
装置を提供することを目的とする。
The present invention has been made in view of the above circumstances, and provides a sewage pump control device that can always store the water level in a sewage pump well within a specified range and can always stably supply sewage to the subsequent sewage treatment system. The purpose is to

[発明の構成] (課題を解決するための手段) 本発明は上記課題を解決するために、汚水ポンプ井水位
検出部からの水位信号と設定された目標水位との偏差に
基づいて吐出すべき流量の目標値を演算する吐出流量演
算手段と、この吐出流量演算手段によって得られた目標
吐出流量が安定供給量の範囲内であるかの判断と汚水ポ
ンプ井水位が規定水位の範囲内であるかの判断とに基づ
いて目標吐出流量を補正する吐出流量補正手段と、この
吐出流量補正手段からの吐出流量補正値を目標値として
汚水ポンプの速度制御を行なう速度制御部とを備えた構
成である。
[Structure of the Invention] (Means for Solving the Problems) In order to solve the above problems, the present invention provides a method for discharging water based on the deviation between the water level signal from the sewage pump well water level detection unit and the set target water level. A discharge flow rate calculation means for calculating a target value of flow rate, a determination as to whether the target discharge flow rate obtained by the discharge flow rate calculation means is within a range of stable supply amount, and a judgment as to whether the sewage pump well water level is within a specified water level range. A discharge flow rate correction means for correcting a target discharge flow rate based on the above judgment, and a speed control section for controlling the speed of the sewage pump using the discharge flow rate correction value from the discharge flow rate correction means as a target value. be.

(作用) 従って、本発明は以上のような手段を講じたことにより
、吐出流量補正手段では前記吐出流量演算手段から目標
吐出流量を受けると、この目標吐出流量が予め定められ
た安定供給の吐出流量上・下限規定値内にあるか否かを
判断し、さらに汚水ポンプ井の水位が上・下限規定値内
にあるか否かを判断し、これらの判断結果に応じて目標
吐出流量、安定供給吐出流量上・下限値を選定して速度
制御部に与えるようにしたので、汚水処理系への汚水の
安定供給を原則的に確保でき、また汚水ポンプの電力変
動を一定の範囲内に収める事が可能となる。
(Function) Therefore, in the present invention, by taking the above-mentioned measures, when the discharge flow rate correction means receives the target discharge flow rate from the discharge flow rate calculation means, this target discharge flow rate adjusts the predetermined stable supply of discharge. Determine whether the flow rate is within the upper and lower limit specified values, and further determine whether the water level of the sewage pump well is within the upper and lower limit specified values, and adjust the target discharge flow rate and stability according to these judgment results. Since the upper and lower limits of the supply discharge flow rate are selected and given to the speed control unit, a stable supply of sewage to the sewage treatment system can be ensured in principle, and power fluctuations of the sewage pump can be kept within a certain range. things become possible.

(実施例) 以下、本発明の実施例について図面を参照して説明する
。第1図は本発明の一実施例を示す構成図であって、第
3図と同一部分には同一符号を付してその詳しい説明は
省略する。すなわち、この装置は、汚水ポンプ井1に水
位計2が設けられ、この水位計2にてポンプ井1の水位
を検出しPI演演算郡部3供給する。このPII算部3
は、水位計2の検出水位Lpvと目標水位Lsvとの偏
差に基づいてPI演算を実行し、このPI演算によって
得られた出力を目標吐出流量Qsvとして台数制御部4
のほか、吐出流量補正部11に送出する。
(Example) Hereinafter, an example of the present invention will be described with reference to the drawings. FIG. 1 is a block diagram showing an embodiment of the present invention, and the same parts as in FIG. 3 are given the same reference numerals, and detailed explanation thereof will be omitted. That is, in this device, a water level gauge 2 is provided in a sewage pump well 1, and the water level gauge 2 detects the water level in the pump well 1 and supplies the water level to a PI processing unit 3. This PII calculation part 3
executes a PI calculation based on the deviation between the detected water level Lpv of the water level gauge 2 and the target water level Lsv, and sets the output obtained by this PI calculation as the target discharge flow rate Qsv to the unit number control unit 4.
In addition, it is sent to the discharge flow rate correction section 11.

この吐出流量補正部11は、安定供給吐出流量上・下限
規定値および水位上・下限規定値を記憶する規定値記憶
手段と、目標吐出流量が安定供給吐出流量の上・下限規
定値内にあるか否かを判断する吐出流量判断手段と、ポ
ンプ井水位が水位上・下限規定値内にあるか否かを判断
する水位判断手段のほか、これら判断手段による判断結
果に基づいて吐出流量補正値を決定する目標吐出流量決
定手段等によって構成されている。
This discharge flow rate correction unit 11 includes a prescribed value storage means for storing upper and lower limit prescribed values of stable supply discharge flow rate and upper and lower limit prescribed values of water level, and a target discharge flow rate that is within the upper and lower limit prescribed values of stable supply discharge flow rate. In addition to the discharge flow rate determining means for determining whether or not the pump well water level is within the upper and lower limit prescribed values for the pump well, the discharge flow rate correction value is determined based on the determination results by these determining means. The target discharge flow rate determination means and the like determine the target discharge flow rate.

12は速度制御部であって、吐出流量補正部1]の目標
吐出流量決定手段によって決定された吐出流量補正値Q
’svを受け、この吐出流量補正値Q’svと吐出流量
計7の検出吐出流量との偏差に基づいて例えばPI演算
を実行し、このPI演算出力に応じて各汚水ポンプ6の
速度を制御する。
Reference numeral 12 denotes a speed control section, which controls the discharge flow rate correction value Q determined by the target discharge flow rate determination means of the discharge flow rate correction section 1].
'sv, for example, PI calculation is executed based on the deviation between this discharge flow rate correction value Q'sv and the discharge flow rate detected by the discharge flow meter 7, and the speed of each sewage pump 6 is controlled according to this PI calculation output. do.

次に、上記装置の動作について説明する。まず、PI演
算部3にて水位計2の検出水位Lpvと目標水位Lsv
との偏差を求めた後、この偏差に基づいてPI演算を行
って制御要求値を得、この制御要求値を目標吐出流量Q
svとして台数制御部4および吐出流量補正部11とに
供給する。ここで、台数制御部4は目標吐出流jlQs
vとポンプ容量とに基づいて最適な汚水ポンプ6の運転
台数を決定し、その決定台数にしたがって1台起動また
は1台停止の制御を行う。
Next, the operation of the above device will be explained. First, the PI calculation unit 3 calculates the detected water level Lpv of the water level gauge 2 and the target water level Lsv.
After calculating the deviation from the
It is supplied to the number control section 4 and the discharge flow rate correction section 11 as sv. Here, the number control unit 4 controls the target discharge flow jlQs
The optimum number of operating sewage pumps 6 is determined based on v and the pump capacity, and control is performed to start or stop one pump according to the determined number.

一方、吐出流量補正部11では第2図に示すフローチャ
ートに従って吐出流量補正値Q’svを求める。具体的
には、スタート指令を受けると、前記規定値記憶手段か
ら安定供給吐出流量上限規定値Q IIaxおよび下限
規定値Q winを読み出し、これら規定値Q max
、  Q winと目標吐出流量Qsvとを比較しく5
TI) 、この目標吐出流JitQsvが、Q  mi
n   <   Q  sv<   Q  a+axの
関係にある時、この目標吐出流量Qsvを吐出流量補正
値Q’svとして出力する(Sr1)。前記ステップS
TIにおいてQSVがQ ll1n以下あるいはQ I
Iax以上のときには次のステップST3に移行し、こ
こで規定値記憶手段から水位下限規定値L win、水
位上限規定値L l1aXを読み出し、現在の汚水ポン
プ井水位Lpvが L  win   <   L  pv<   L  
sawの関係にあるか否かを判断する。ここで、ポンプ
井水位Lpvが規定値L winとL waxの間にな
いときは、目標吐出流量Qsvを吐出流量補正値Q’s
vとして出力する(Sr1)。
On the other hand, the discharge flow rate correction section 11 calculates the discharge flow rate correction value Q'sv according to the flowchart shown in FIG. Specifically, when a start command is received, the stable supply discharge flow rate upper limit specified value Q IIax and lower limit specified value Q win are read from the specified value storage means, and these specified values Q max
, Compare Q win and target discharge flow rate Qsv5.
TI), this target discharge flow JitQsv is Q mi
When there is a relationship of n<Qsv<Qa+ax, this target discharge flow rate Qsv is output as a discharge flow rate correction value Q'sv (Sr1). Said step S
At TI, QSV is less than Q ll1n or Q I
When it is equal to or higher than Iax, the process moves to the next step ST3, where the water level lower limit specified value L win and water level upper limit specified value L l1aX are read from the specified value storage means, and the current sewage pump well water level Lpv is determined to be L win < L pv < L.
It is determined whether there is a saw relationship. Here, when the pump well water level Lpv is not between the specified values L win and L wax, the target discharge flow rate Qsv is set to the discharge flow rate correction value Q's.
Output as v (Sr1).

ステップST3においてポンプ井、水位Lpvが規定値
L+ainとL maxの間にあるとき、次のステップ
ST5にてQ winとQsvとを比較する。ここで、
QsvがQIIljnよりも小さいとき、安定供給を行
うためにQ winを吐出流量補正値Q’svとして出
力しく5T6)  逆にQsvかQ minよりも大き
いときにはQ l1axをQ’SVとして出力する。
When the pump well water level Lpv is between the specified value L+ain and Lmax in step ST3, Q win and Qsv are compared in the next step ST5. here,
When Qsv is smaller than QIIljn, Qwin is output as the discharge flow rate correction value Q'sv to ensure stable supply (5T6). Conversely, when Qsv is larger than Qmin, Ql1ax is output as Q'SV.

(Sr1)。(Sr1).

なお、STIとSr1の処理の順序を逆にしても同様の
作用効果が生じる。
It should be noted that similar effects can be obtained even if the order of STI and Sr1 processing is reversed.

従って、以上のような実施例の構成によれば、目標吐出
流量が安定供給吐出流量限界値を越えない場合には目標
水位についての水位一定制御とするように働き(Sr1
) 、また目標吐出流量が安定供給限界値を越え、かつ
、ポンプ井の水位が規定水位範囲内である場合には、目
標吐出流量を安定供給上限値Q wax、 または下限
値Q ll1nに補正する(S7.S6)。また万一、
汚水ポンプ井水位が規定値の範囲外、つまり危険水位と
なった場合においては、目標吐出量の補正は行わず、目
標水位についての水位一定制御とするように働くように
なっている(S4)。これにより安定供給できる水位条
件が従来より大幅に拡大され、ひいては後続の汚水処理
系での薬品制御等の汚水処理を安定、確実に行うことが
できる。
Therefore, according to the configuration of the embodiment as described above, when the target discharge flow rate does not exceed the stable supply discharge flow rate limit value, the water level constant control for the target water level is performed (Sr1
), and if the target discharge flow rate exceeds the stable supply limit value and the water level of the pump well is within the specified water level range, the target discharge flow rate is corrected to the stable supply upper limit value Qwax or lower limit value Qll1n. (S7.S6). Also, in case
When the sewage pump well water level is outside the specified range, that is, at a dangerous water level, the target discharge amount is not corrected and the water level is controlled to be constant at the target water level (S4). . As a result, the water level conditions under which a stable supply can be made are significantly expanded compared to the conventional method, and in turn, wastewater treatment such as chemical control in the subsequent wastewater treatment system can be carried out stably and reliably.

なお、本発明はその要旨を逸脱しない範囲で種々変形し
て実施できる。
Note that the present invention can be implemented with various modifications without departing from the gist thereof.

[発明の効果コ 以上説明したように本発明によれば、従来の制御装置で
は安定に供給できなかった状況下でも汚水を安定に供給
できる。これにより、水処理施設への安定供給が原則的
に確保され、水処理設備の負担が軽減し、また汚水ポン
プの電力変動を一定の範囲内に収める事が可能となる。
[Effects of the Invention] As explained above, according to the present invention, wastewater can be stably supplied even in situations where conventional control devices could not stably supply wastewater. This basically ensures a stable supply to water treatment facilities, reduces the burden on water treatment facilities, and makes it possible to keep power fluctuations for sewage pumps within a certain range.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明による汚水ポンプ制御装置の一実施例を
示す構成図、第2図は本発明における吐出流量の補正を
説明するためのフローチャートメ、第3図は従来の汚水
ポンプ制御装置を示す構成図である。 1・・・汚水ポンプ井、2・・・水位計、3・・・P■
演算部、4・・・台数制御部、5・・・速度制御部、6
・・・汚水ポンプ、7・・・吐出流量計、8・・・沈殿
池、11・・・吐出流量補正部。 出願人代理人 弁理士 鈴江武彦
Fig. 1 is a block diagram showing an embodiment of a sewage pump control device according to the present invention, Fig. 2 is a flowchart for explaining correction of the discharge flow rate in the present invention, and Fig. 3 is a diagram showing a conventional sewage pump control device. FIG. 1...Sewage pump well, 2...Water level gauge, 3...P■
Arithmetic unit, 4... Number control unit, 5... Speed control unit, 6
. . . Sewage pump, 7. Discharge flow meter, 8. Sedimentation basin, 11. Discharge flow rate correction unit. Applicant's agent Patent attorney Takehiko Suzue

Claims (1)

【特許請求の範囲】 汚水ポンプ井の水位に応じてポンプの運転台数制御およ
びポンプの速度制御のうち少なくともポンプの速度制御
を行うことにより、前記汚水ポンプ井水位が目標水位に
なるように制御する汚水ポンプ制御装置において、 汚水ポンプ井水位検出部からの水位信号と設定された目
標水位との偏差に基づいて吐出すべき流量の目標値を演
算する吐出流量演算手段と、この吐出流量演算手段によ
って得られた目標吐出流量が安定供給量の範囲内である
かの判断と汚水ポンプ井水位が規定水位の範囲内である
かの判断とに基づいて目標吐出流量を補正する吐出流量
補正手段と、この吐出流量補正手段からの吐出流量補正
値を目標値として汚水ポンプの速度制御を行なう速度制
御部とを備えたことを特徴とする汚水ポンプ制御装置。
[Claims] Control the water level of the sewage pump well to a target water level by controlling the number of operating pumps and controlling the speed of the pumps at least according to the water level of the sewage pump well. In a sewage pump control device, a discharge flow rate calculation means calculates a target value of a flow rate to be discharged based on a deviation between a water level signal from a sewage pump well water level detection unit and a set target water level; A discharge flow rate correction means for correcting the target discharge flow rate based on a determination as to whether the obtained target discharge flow rate is within a range of stable supply amount and a determination as to whether the sewage pump well water level is within a specified water level range; A sewage pump control device comprising: a speed control section that controls the speed of the sewage pump using the discharge flow rate correction value from the discharge flow rate correction means as a target value.
JP16560690A 1990-06-26 1990-06-26 Waste water pump controller Pending JPH0455916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16560690A JPH0455916A (en) 1990-06-26 1990-06-26 Waste water pump controller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16560690A JPH0455916A (en) 1990-06-26 1990-06-26 Waste water pump controller

Publications (1)

Publication Number Publication Date
JPH0455916A true JPH0455916A (en) 1992-02-24

Family

ID=15815555

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16560690A Pending JPH0455916A (en) 1990-06-26 1990-06-26 Waste water pump controller

Country Status (1)

Country Link
JP (1) JPH0455916A (en)

Similar Documents

Publication Publication Date Title
JP2005199116A (en) Aeration air quantity controller for sewage treatment plant
JPH0455916A (en) Waste water pump controller
JP4968420B2 (en) Flocculant injection device
JP2779995B2 (en) Water level control device
JP3150182B2 (en) Method for controlling injection amount of sodium carbonate in softening treatment of calcium-containing treated water of fluorine-containing wastewater and fluorine removing device
JPH1162876A (en) Terminal pressure constant controller of feed water system
JPS6241791B2 (en)
JP3413935B2 (en) Return water control device for rainwater reservoir
JP2003251385A (en) Water treatment system and operation method therefor
JPS6343896A (en) Automatic control device for weight trim of underwater boat
JPH10286585A (en) Aeration air volume controlling apparatus
JPH07259175A (en) Number of working pumps control device for rainwater pump
JPH09222085A (en) Pump controller
JPH04180803A (en) Sludge extraction control device
JPS621558B2 (en)
JP3057983B2 (en) Control device for belt press dehydrator
JPH04305206A (en) Flocculating and filtration tank for water treatment
JPH09144663A (en) Pump number control device
JP2022142233A (en) Control method and system
JPH08277783A (en) Controller for number of water conveying pumps
JPH04361821A (en) Replenishing water controller for circulating water system
JPH01310184A (en) Pump controller
JPH11107330A (en) Chlorine injection control system in water purifying process
JP2006170050A (en) Method and device for controlling number of operated pumps in pump facility
JP2002005033A (en) Control method for adjustable speed water feeding unit