JP2730188B2 - Water pump predictive operation controller - Google Patents

Water pump predictive operation controller

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Publication number
JP2730188B2
JP2730188B2 JP1147524A JP14752489A JP2730188B2 JP 2730188 B2 JP2730188 B2 JP 2730188B2 JP 1147524 A JP1147524 A JP 1147524A JP 14752489 A JP14752489 A JP 14752489A JP 2730188 B2 JP2730188 B2 JP 2730188B2
Authority
JP
Japan
Prior art keywords
water level
water
predetermined time
demand
water 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.)
Expired - Fee Related
Application number
JP1147524A
Other languages
Japanese (ja)
Other versions
JPH0311174A (en
Inventor
雅英 市川
正太郎 漆原
寛 高橋
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.)
Meidensha Corp
Original Assignee
Meidensha 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 Meidensha Corp filed Critical Meidensha Corp
Priority to JP1147524A priority Critical patent/JP2730188B2/en
Publication of JPH0311174A publication Critical patent/JPH0311174A/en
Application granted granted Critical
Publication of JP2730188B2 publication Critical patent/JP2730188B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Control Of Positive-Displacement Pumps (AREA)
  • Feedback Control In General (AREA)

Description

【発明の詳細な説明】 A.産業上の利用分野 本発明は浄水場などにおける需要予測に基づいて送水
ポンプの運転制御を行うための送水ポンプ予測運転制御
装置に関する。
The present invention relates to a water pump predictive operation control device for controlling the operation of a water pump based on a demand prediction in a water purification plant or the like.

B.発明の概要 本発明は、需要予測に基づいた配水池の運用と送水ポ
ンプ運転において、 任意の時刻に所定時間分の需要水量を計算し、貯水の
ための送水ポンプの運転台数を計画し、その計画に基づ
いて送水ポンプを運転することにより、 適正な送水ポンプ運転とこれに基づく適正な貯水量を
得る。
B. Summary of the Invention In the present invention, in the operation of the reservoir and the operation of the water pump based on the demand forecast, the demand water amount for a predetermined time is calculated at an arbitrary time, and the number of water pumps to be operated for storage is planned. By operating the water pump based on the plan, the proper operation of the water pump and the appropriate water storage based on this will be obtained.

C.従来の技術 配水池の水位は需要量と送水量の差で変化するが、送
水ポンプの運転の仕方によっては水位を一定にしたり、
大きく変化させたりすることができる。また、送水ポン
プの運転切替頻度を少なくするための運転制御手段も種
々提案を見るところである。これらの運転手段は種々の
長所を有するが、反面においては後述するように種々の
問題があり、これらの問題を全て解決する配水池の運用
手段は無く、それぞれの施設の状況や目的に見合って一
つの条件を満たすが、他は特性を犠牲にした形で行われ
ているのが現状である。
C. Conventional technology The water level of the reservoir changes depending on the difference between the demand and the amount of water supply.
It can be greatly changed. In addition, various proposals have been made for operation control means for reducing the frequency of operation switching of the water pump. Although these operating means have various advantages, on the other hand, there are various problems as described later, and there is no operation means of the distribution reservoir that solves all these problems, and it is necessary to meet the situation and purpose of each facility. At present, one condition is satisfied, but the other is performed at the expense of characteristics.

D.発明が解決しようとする課題 前述のように、水位を配水池の上限近くに一定にして
運用する方法は、停電や浄水水質の悪化等による異常事
態の対応に有利であるが、送水動力費が大きくなり、か
つポンプの起動停止の頻度も多くなる。一方、下限近く
に一定にすると送水動力費は小さくなるが、貯水量が小
さくなり異常事態に備えるには不安である。また、送水
ポンプの切替頻度を少なくする運転を行うと、配水池の
水位は大きく変動し需要のピーク時に水位が低くなった
りするため、需要変化に対応した安定な供給に支障が出
る可能性がある。
D. Problems to be Solved by the Invention As described above, the method of operating the water level constant near the upper limit of the reservoir is advantageous for dealing with abnormal situations such as power outages and deterioration of purified water quality. The cost increases, and the frequency of starting and stopping the pump increases. On the other hand, if it is kept constant near the lower limit, the water supply power cost will be small, but the water storage amount will be small, and it is uneasy to prepare for an abnormal situation. In addition, if the operation of switching the frequency of the water pump is performed less frequently, the water level in the reservoir will fluctuate greatly and the water level will decrease during peak demand, which may hinder stable supply in response to changes in demand. is there.

本発明は上述の問題点を解決したもので、その目的
は、需要水量を予測し、所定の時刻より先の所定時間分
の需要量を積算し、この積算した水量以上を貯水するよ
うにすることにより送水ポンプの運転効率の向上が図れ
ると共に安定した貯水が可能な送水ポンプ予測運転制御
装置を提供することである。
The present invention has been made to solve the above-mentioned problems, and its object is to predict a demand water amount, accumulate a demand amount for a predetermined time earlier than a predetermined time, and store water equal to or more than the accumulated water amount. Accordingly, it is an object of the present invention to provide a water pump predictive operation control device capable of improving the operation efficiency of the water pump and stably storing water.

E.課題を解決するための手段 上記目的を達成するために、本発明は所定の時刻にこ
の時刻よりも先の所定時間分の需要水量を積算し、該計
算結果に基づいて貯水のための送水ポンプ運転の計画を
行う演算手段と、該演算手段の運転計画に応じて送水ポ
ンプの運転台数を切り換える制御手段によって送水ポン
プ予測運転制御装置を構成する。
E. Means for Solving the Problems In order to achieve the above object, the present invention integrates the demand water amount for a predetermined time earlier than this time at a predetermined time, and based on the calculation result, stores water for water storage. A water supply pump predictive operation control device is constituted by a calculation means for planning a water supply pump operation and a control means for switching the number of water supply pumps operated according to the operation plan of the calculation means.

F.作用 配水池等の貯水にあたって、需要が増える時間帯には
水位をなるべく高くし、逆に夜間等の需要が少ない時間
帯には低水位で運用することが望ましい。そこで、計算
機を使って1日の需要水量を予測し、ある時刻より先の
ある時間分の需要量を積算し、この水量以上を貯水す
る。従って、目標とする水位は時間毎に変化することに
なる。また、貯留時間は施設の特徴や運用方針により自
由に設定できる機能がある。
F. Action When storing water in reservoirs, it is desirable to raise the water level as much as possible during times of increasing demand, and to operate at low water levels during times of low demand, such as at night. Therefore, the daily demand water amount is predicted using a computer, the demand amount for a certain time after a certain time is integrated, and the water amount equal to or more than this water amount is stored. Therefore, the target water level changes with time. In addition, the storage time has a function that can be set freely according to the characteristics of the facility and the operation policy.

G.実施例 以下に本発明の実施例を第1図〜第3図を参照しなが
ら説明する。
G. Embodiment An embodiment of the present invention will be described below with reference to FIGS.

第1図は本発明の実施例による送水ポンプ予測運転制
御装置の構成を示すもので、1は監視操作用オペレータ
ステーション、2は運用管理用計算機、3はデータアー
テリィ、4a〜4dはデータ変換器、5a〜5dはローカルエリ
アネットワーク、6a〜6dはプログラマブルコントロー
ラ、7a〜7cは補助リレー盤、8はポンプ場、9は薬品注
入設備、10は沈澱池である。
FIG. 1 shows a configuration of a water pump predictive operation control apparatus according to an embodiment of the present invention, wherein 1 is an operator station for monitoring operation, 2 is a computer for operation management, 3 is a data artery, and 4a to 4d are data conversion. 5a to 5d are local area networks, 6a to 6d are programmable controllers, 7a to 7c are auxiliary relay boards, 8 is a pump station, 9 is a chemical injection facility, and 10 is a sedimentation basin.

第1の装置において、監視操作用オペレータステーシ
ョン1ではオペレータが被制御所であるポンプ場8,薬品
注入設備9および沈澱池10の状態を表示部(CRT)で監
視し、所定の制御操作を行う。計算機2は各被制御所の
状態に応じて所定の演算制御を実行する。すなわち、ポ
ンプ場1における送水ポンプの運転状況,薬品注入設備
9の状況および沈澱池10の状況は、補助リレー盤7a〜7
c,プログラムコントローラ6b〜6d,ネットワーク5b〜5d,
データ変換器4b〜4dおよびデータアーテリィ3を介して
オペレータステーション1と計算機2に通報される。計
算機2は各被制御所の情報とオペレータステーション1
からの指示に応じて演算処理を実行し、演算指令をデー
タアーテリィ3,データ変換器4b〜4dおよびネットワーク
5b〜5dを介してそれぞれプログラムコントローラ6b〜6d
に導く。プログラムコントローラ6b〜6dは、計算機2か
らの指令に応じて所定の制御動作を実行し、補助リレー
盤7a〜7cを介して各被制御所を制御する。
In the first apparatus, the operator monitors the status of the pumping station 8, the chemical injection equipment 9, and the sedimentation basin 10 on the display unit (CRT) at the monitoring operation operator station 1, and performs a predetermined control operation. . The computer 2 executes a predetermined arithmetic control according to the state of each controlled place. That is, the operation status of the water supply pump in the pump station 1, the status of the chemical injection equipment 9, and the status of the sedimentation basin 10 are determined by the auxiliary relay panels 7a to
c, program controllers 6b-6d, networks 5b-5d,
The notification is sent to the operator station 1 and the computer 2 via the data converters 4b to 4d and the data artery 3. The computer 2 stores information on each controlled station and the operator station 1
The arithmetic processing is executed in response to an instruction from the CPU, and the arithmetic instruction is transmitted to the data artery 3, the data converters 4b to 4d and the network.
Program controllers 6b-6d via 5b-5d respectively
Lead to. The program controllers 6b to 6d execute a predetermined control operation in response to a command from the computer 2, and control each controlled site via the auxiliary relay boards 7a to 7c.

本発明はポンプ場の制御を特徴とするものであり、そ
の実施例として、時刻iにおけるK時間貯留量QMiは予
測需要量QDiを使って次式で表される。
The present invention is characterized by control of a pumping station, and as an embodiment thereof, the K hour storage amount QMi at the time i is expressed by the following equation using the predicted demand amount QDi.

第3図にK=6とした場合の例を示す。第3図の上部
ではポンプによる送水量と予測需要量の時系列変化を示
し、下部ではその時の配水池の水位変化を示す。そして
斜線部分は手前8時における6時間貯留量となる。この
貯留量を保つための水位は、配水池の断面積をAとする
と、 HJi=QMi/A ……(2) となる。これを1日分(計算が1時間に1回行われる場
合は24回)について計算すると、その水位は第3図の6
時間貯留の曲線の様になる。そして、これを下限水位と
し、上限水位を下限水位の最高水位よりも高い水位に設
定する。例えば0.5m高くし1日中一定とした。この上限
水位と下限水位の範囲内で水位が変化する場合は前回の
ポンプ運転台数を維持し、上限に当たった場合はポンプ
の運転台数を1台減らし、下限に当たる場合は1台増や
すことで運転計画が決まる。これらの手順は第2図に示
す如くであり、計算機2によって実行される。
FIG. 3 shows an example where K = 6. The upper part of FIG. 3 shows a time-series change in the amount of water supplied by the pump and the predicted demand, and the lower part shows a change in the water level of the reservoir at that time. The hatched portion indicates the stored amount for 6 hours at 8:00. The water level for maintaining this storage amount is HJi = QMi / A (2), where A is the cross-sectional area of the reservoir. When this is calculated for one day (24 times if the calculation is performed once an hour), the water level is 6 in FIG.
It looks like a curve of time storage. Then, this is set as the lower limit water level, and the upper limit water level is set to be higher than the highest water level of the lower limit water level. For example, the height was increased by 0.5 m and kept constant throughout the day. If the water level changes between the upper and lower water levels, the previous number of pumps operated is maintained. The plan is decided. These procedures are as shown in FIG. 2, and are executed by the computer 2.

すなわち、第2図に示すように、ステップS1で需要予
測(時系列予測)を行い、次に初期データ入力を行う
(ステップS2)。初期データ入力後にステップS3で貯留
時間水位の計算を実行し、これにより上限水位の設定を
行う(ステップS4)。上限水位の設定後に、初期送水ポ
ンプ運転台数を算出し(ステップS5)、これに基づいて
送水ポンプの吐出量計算値を行う(ステップS6)。送水
ポンプの吐出量計算値に基づいて配水池の水位計算を行
い(ステップS7)、この水位計算値が上下限水位の範囲
内であるか否かの判断を行う(ステップS8)。範囲内で
なければポンプ運転台数変更を行い(ステップS9)、ス
テップS6〜S8の動作を繰り返す。ステップS8において上
下水位内と判断すれば一日分の計算を終了し(ステップ
S10)、送水ポンプ運転計画をたて(ステップS11)、制
御装置を動作させる(ステップS12)。したがって、コ
ントローラか送水ポンプの運転を制御すると共に、オペ
レータステーションはプロセスデータを集中監視する。
That is, as shown in FIG. 2, demand prediction (time-series prediction) is performed in step S1, and then initial data is input (step S2). After inputting the initial data, the storage time water level is calculated in step S3, thereby setting the upper limit water level (step S4). After the setting of the upper limit water level, the number of operating initial water pumps is calculated (step S5), and based on this, the discharge amount calculation value of the water pump is calculated (step S6). The water level of the reservoir is calculated based on the calculated value of the discharge amount of the water pump (step S7), and it is determined whether the calculated water level is within the range of the upper and lower water levels (step S8). If not, the number of pumps operated is changed (step S9), and the operations of steps S6 to S8 are repeated. If it is determined in step S8 that the water level is within the water level, the calculation for one day is terminated (step S8).
S10) A water pump operation plan is set (step S11), and the control device is operated (step S12). Thus, while controlling the operation of the controller or water pump, the operator station centrally monitors the process data.

H.発明の効果 本発明は、以上の如くであって、需要予測に基づいた
貯留量から配水池などの下限水位を決めることにより、
1日の需要変化に応じた貯留量を確保でき、需要が少な
い場合に適正な水位で送水できるためポンプの動力費が
節減できると共に、ポンプ起動,停止頻度を少なくでき
る。
H. Effects of the InventionThe present invention is as described above, by determining the lower limit water level of a reservoir or the like from the storage amount based on the demand forecast,
It is possible to secure a storage amount corresponding to a change in daily demand and to supply water at an appropriate water level when the demand is small, so that the power cost of the pump can be reduced and the frequency of starting and stopping the pump can be reduced.

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

第1図は本発明の実施例による送水ポンプ予測運転制御
装置のブロック図、第2図は第1図の装置の動作フロー
図、第3図は本発明の実施例に係る送水ポンプ予測運転
制御装置による流量と水位の時間特性図である。 1……監視操作用オペレータステーション、2……運用
管理用計算機、3……データアーテリィ、4a〜4d……信
号変換器、5a〜5d……ローカルエリアネットワーク、6a
〜6d……プログラマブルコントローラ、7a〜7c……補助
リレー盤、8……ポンプ場、9……薬品注入設備、10…
…沈澱池。
1 is a block diagram of a water pump predictive operation control device according to an embodiment of the present invention, FIG. 2 is an operation flow diagram of the device of FIG. 1, and FIG. 3 is a water pump predictive operation control according to an embodiment of the present invention. It is a time characteristic diagram of the flow rate and the water level by the device. 1 ... operator station for monitoring operation 2 ... computer for operation management 3 ... data artery 4a-4d ... signal converter 5a-5d ... local area network 6a
... 6d ... programmable controller, 7a-7c ... auxiliary relay panel, 8 ... pump station, 9 ... chemical injection equipment, 10 ...
… A sedimentation pond.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭58−58612(JP,A) 特開 昭52−20402(JP,A) 特開 昭51−35880(JP,A) 実開 昭55−61703(JP,U) ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-58-58612 (JP, A) JP-A-52-20402 (JP, A) JP-A-51-35880 (JP, A) 61703 (JP, U)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】所定の時刻にこの時刻よりも先の所定時間
分の需要水位を積算し、該計算結果に基づいて貯水のた
めの送水ポンプ運転の計画を行う演算手段と、該演算手
段の運転計画に応じて送水ポンプの運転台数を切り換え
る制御手段を有し、 前記演算手段は、 前記所定時刻における前記所定時間分の予測需要量の積
算である所定時間貯留量を維持するために必要な配水池
の水位を求めて前記所定時刻における下限水位とする手
段と、 前記予測・計算過程を所定回数行うことにより、各所定
時刻における下限水位を求め、配水池の上限水位を前記
下限水位の最高水位よりも高い水位に設定する手段、お
よび 前記上限水位と下限水位の範囲内で変化する水位に応じ
て前回のポンプ運転台数を維持し、前記上限水位の場合
はポンプ運転台数を減らし、前記下限水位の場合は、ポ
ンプ運転台数を増やすことで運転計画を行う手段、 によって構成されていることを特徴とする、送水ポンプ
予測運転制御装置。
1. A calculating means for integrating a demand water level for a predetermined time earlier than this time at a predetermined time and planning a water pump operation for storing water based on the calculation result; Control means for switching the number of water pumps to be operated according to an operation plan, wherein the calculating means is required to maintain a storage amount for a predetermined time, which is an integration of the predicted demand amount for the predetermined time at the predetermined time. Means for determining the water level of the reservoir and setting it to the lower limit water level at the predetermined time; and performing the prediction / calculation process a predetermined number of times to determine the lower water level at each predetermined time and to set the upper water level of the reservoir to the highest of the lower water level. Means for setting the water level higher than the water level, and maintaining the previous number of pumps operated according to the water level changing within the range of the upper limit water level and the lower limit water level, and reducing the number of pumps operated in the case of the upper limit water level Means for performing an operation plan by increasing the number of operating pumps in the case of the lower limit water level.
JP1147524A 1989-06-09 1989-06-09 Water pump predictive operation controller Expired - Fee Related JP2730188B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1147524A JP2730188B2 (en) 1989-06-09 1989-06-09 Water pump predictive operation controller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1147524A JP2730188B2 (en) 1989-06-09 1989-06-09 Water pump predictive operation controller

Publications (2)

Publication Number Publication Date
JPH0311174A JPH0311174A (en) 1991-01-18
JP2730188B2 true JP2730188B2 (en) 1998-03-25

Family

ID=15432266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1147524A Expired - Fee Related JP2730188B2 (en) 1989-06-09 1989-06-09 Water pump predictive operation controller

Country Status (1)

Country Link
JP (1) JP2730188B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE175032T1 (en) * 1995-11-07 1999-01-15 Richard Chao ATTACHMENT FOR VISUAL AIDS
US6149269A (en) * 1997-04-18 2000-11-21 Madison; Julie B. Eyeglasses having magnetically held auxiliary lenses
US6412942B1 (en) 2000-09-15 2002-07-02 Ultimate Clip, Inc. Eyeglass accessory frame, eyeglass device, and method of forming a magnetic eyeglass appliance
US6811254B2 (en) 2002-11-08 2004-11-02 Chic Optic Inc. Eyeglass with auxiliary lenses
WO2013136500A1 (en) * 2012-03-15 2013-09-19 株式会社日立製作所 Water transport control system and water transport control method
CN111021472A (en) * 2019-12-06 2020-04-17 湖南华振供水设备有限公司 Energy-saving method of secondary water supply system

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5135880A (en) * 1974-09-24 1976-03-26 Tokyo Shibaura Electric Co JOSUIJONOSOSUIHONPUSEIGYOSOCHI
JPS5220402A (en) * 1975-08-08 1977-02-16 Hitachi Ltd Control system of pumps based on operation plan
JPS5561703U (en) * 1978-10-20 1980-04-26
JPH0614294B2 (en) * 1981-10-02 1994-02-23 株式会社日立製作所 Control method for operating number of multiple pumps

Also Published As

Publication number Publication date
JPH0311174A (en) 1991-01-18

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