JPH11202943A - Water distributing reservoir operation controller - Google Patents

Water distributing reservoir operation controller

Info

Publication number
JPH11202943A
JPH11202943A JP637198A JP637198A JPH11202943A JP H11202943 A JPH11202943 A JP H11202943A JP 637198 A JP637198 A JP 637198A JP 637198 A JP637198 A JP 637198A JP H11202943 A JPH11202943 A JP H11202943A
Authority
JP
Japan
Prior art keywords
water
value
amount
reservoir
distribution
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
JP637198A
Other languages
Japanese (ja)
Inventor
Eisaku Nanba
波 栄 作 難
Futoshi Kurokawa
川 太 黒
Toshiharu Sugino
野 寿 治 杉
Hitoshi Kawamichi
路 等 川
Tatsuo Ashiki
木 達 雄 芦
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 JP637198A priority Critical patent/JPH11202943A/en
Publication of JPH11202943A publication Critical patent/JPH11202943A/en
Pending legal-status Critical Current

Links

Landscapes

  • Control By Computers (AREA)
  • Flow Control (AREA)
  • Control Of Non-Electrical Variables (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a water distributing reservoir operation controller which can operate a water distributing reservoir safely and efficiently while automatically correcting the operation plan of the water distributing reservoir. SOLUTION: This controller 1 inputs a water reception amount plan value and a water distribution plan value set by a water reception amount plan value setting means 2 and a water distribution amount plant value setting means 3 to a water distribution amount correcting means 4 together with a water reception amount actual value, a water level, and a water distribution amount actual result value obtained from a water reception side flowmeter 14, the water distributing reservoir 15, and a water distribution side flowmeter 17. Here, the water distribution amount correcting means 4 corrects the water distribution amount plan value according to the water reception amount plan value, water reception amount actual result value, water level, and water distribution amount actual result value by using a neural network to calculate a water distribution amount target value. This calculated water distribution amount target value is inputted to a water distribution amount control means 5 and the water distribution amount from the water distributing reservoir 15 by a water distributing pump 16 is so controlled that the water distribution amount actual result value obtained from the water distribution side flowmeter 17 follows up the water distribution amount target value.

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】本発明は上水道プラントの配
水池の運用を制御する配水池運用制御装置に関する。
The present invention relates to a reservoir operation control device for controlling the operation of a reservoir in a water supply plant.

【0002】[0002]

【従来の技術】一般に、上水道プラントの配水池(バッ
ファ)は、浄水場で生産された浄水を貯水し、必要に応
じて需要家に供給するために用いられている。このよう
な上水道プラントの配水池においては従来、配水池へ引
き入れられる浄水の流量(受水量)および配水池から配
水される浄水の流量(配水量)が配水池の運用範囲(上
下限水位)を基準として事前に設定され、このようにし
て設定された受水量および配水量の計画値に基づいて運
用が行われている。
2. Description of the Related Art Generally, a water distribution reservoir (buffer) of a water supply plant is used for storing purified water produced at a water purification plant and supplying the purified water to consumers as needed. Conventionally, in such a reservoir of a waterworks plant, the flow rate of purified water drawn into the reservoir (the amount of water received) and the flow rate of purified water distributed from the reservoir (the amount of water distribution) determine the operating range (upper and lower water levels) of the reservoir. The operation is performed based on the preset values of the water receiving amount and the water distribution amount set in advance as a reference.

【0003】[0003]

【発明が解決しようとする課題】上述したように、従来
の配水池においては、事前に設定された受水量および配
水量の計画値に基づいて運用が行われている。しかしな
がら、上述した従来の配水池では、事前に設定された受
水量および配水量の計画値のみに基づいて運用が行われ
ているので、受水量および配水量の計画値と実績値との
間に誤差が生じた場合に配水池を計画通りに運用するこ
とが困難となる。このため、従来の配水池では、運転員
(オペレータ)が配水池の水位を定期的に監視し、必要
に応じて受水量および配水量の計画値を手動により補正
して運用を行っていた。
As described above, in a conventional reservoir, the operation is performed on the basis of a predetermined amount of received water and a planned amount of water distribution. However, in the above-mentioned conventional reservoir, since the operation is performed based on only the planned values of the received water amount and the distribution amount, the planned values of the received water amount and the distribution amount and the actual values are set. If an error occurs, it will be difficult to operate the reservoir as planned. For this reason, in a conventional reservoir, an operator (operator) periodically monitors the water level of the reservoir, and manually corrects the planned values of the amount of water received and the amount of water distribution as necessary.

【0004】しかしながら、このような従来の運用方法
では、専門的な知識を有する運転員が昼夜を問わず必要
となり、人件費がかさむという問題がある。また、人手
により監視および補正を行うことから、運転員の運転ノ
ウハウを考慮した柔軟な運用が可能になるという利点が
ある一方で、運用中に操作ミス等が生じやすいという問
題がある。
[0004] However, such a conventional operation method requires an operator who has specialized knowledge regardless of day and night, which causes a problem of increasing labor costs. In addition, since the monitoring and correction are performed manually, there is an advantage that a flexible operation can be performed in consideration of the operation know-how of the operator, but there is a problem that an operation error or the like easily occurs during the operation.

【0005】本発明はこのような点を考慮してなされた
ものであり、配水池の運用計画を自動的に補正しつつ配
水池を安全かつ効率的に運用することができる配水池運
用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 points, and a reservoir operation control device capable of safely and efficiently operating a reservoir while automatically correcting the reservoir operation plan. The purpose is to provide.

【0006】[0006]

【課題を解決するための手段】本発明は、上水道プラン
トの配水池の運用を制御する配水池運用制御装置におい
て、前記配水池の受水量計画値を設定する受水量計画値
設定手段と、前記配水池の配水量計画値を設定する配水
量計画値設定手段と、前記受水量計画値設定手段により
設定された受水量計画値と、前記配水池の運用実績値と
に基づいて、前記配水量計画値設定手段により設定され
た配水量計画値を補正して配水量目標値を算出する配水
量補正手段と、前記配水量補正手段により算出された配
水量目標値に基づいて前記配水池の配水量を制御する配
水量制御手段とを備えたことを特徴とする配水池運用制
御装置である。
According to the present invention, there is provided a reservoir operation control device for controlling the operation of a reservoir in a water supply plant, wherein a planned reservoir amount setting unit for setting a planned reservoir amount of the reservoir; A water distribution plan value setting means for setting a water distribution plan value of the reservoir, a water receiving plan value set by the water receiving plan value setting means, and the water distribution amount based on an operation result value of the water reservoir; A distribution amount correction means for correcting a distribution amount plan value set by the plan value setting means to calculate a distribution amount target value, and a distribution of the distribution reservoir based on the distribution amount target value calculated by the distribution amount correction means. A distribution reservoir operation control device comprising: a distribution amount control unit that controls a water amount.

【0007】本発明によれば、受水量計画値設定手段に
より設定された受水量計画値と、配水池の運用実績値と
に基づいて、配水量計画値設定手段により設定された配
水量計画値を補正して配水量目標値を算出し、この算出
された配水量目標値に基づいて配水池の配水量を制御す
るので、配水池の運用計画を自動的に補正しつつ配水池
を安全かつ効率的に運用することができる。
According to the present invention, the water distribution plan value set by the water distribution plan value setting means based on the water reception plan value set by the water reception plan value setting means and the actual operation value of the reservoir. To calculate the water distribution target value and control the water distribution amount of the reservoir based on the calculated water distribution target value. It can be operated efficiently.

【0008】[0008]

【発明の実施の形態】第1の実施の形態 以下、図面を参照して本発明の実施の形態について説明
する。図1乃至図3は本発明による配水池運用制御装置
の第1の実施の形態を示す図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS First Embodiment An embodiment of the present invention will be described below with reference to the drawings. 1 to 3 show a first embodiment of a reservoir operation control device according to the present invention.

【0009】まず、図1により、配水池運用制御装置に
より制御される配水池設備について説明する。図1に示
すように、配水池設備20は、浄水場(図示せず)で生
産された浄水を貯水する配水池15と、配水池15の受
水側に設けられ配水池15へ引き入れられる浄水の流量
(受水量)を調節する受水弁18と、配水池15の配水
側に設けられ配水池15に貯水された浄水を配水するた
めの配水ポンプ16とを備えている。また、配水池15
の受水側には配水池15へ引き入れられる浄水の流量
(受水量)を計測する受水側流量計14が設けられ、ま
た配水池15の配水側には配水池15から配水される浄
水の流量(配水量)を計測する配水側流量計17が設け
られている。なおここでは、配水池15の受水側に設け
られた受水弁18は常時全開状態にあるものとする。
First, referring to FIG. 1, a description will be given of the reservoir equipment controlled by the reservoir operation control device. As shown in FIG. 1, the reservoir facility 20 includes a reservoir 15 for storing purified water produced in a water purification plant (not shown), and a purified water provided on the receiving side of the reservoir 15 and drawn into the reservoir 15. And a water distribution pump 16 provided on the water distribution side of the distribution reservoir 15 for distributing purified water stored in the distribution reservoir 15. In addition, reservoir 15
A water flow meter 14 for measuring the flow rate (water receiving amount) of purified water drawn into the reservoir 15 is provided on the water receiving side of the reservoir 15, and the purified water distributed from the reservoir 15 is provided on the distribution side of the reservoir 15. A water distribution side flow meter 17 that measures the flow rate (water distribution amount) is provided. Here, it is assumed that the water receiving valve 18 provided on the water receiving side of the water distribution reservoir 15 is always fully open.

【0010】ここで配水池運用制御装置1は、配水池設
備20の受水側流量計14、配水池15および配水側流
量計17から受水量実績値、水位および配水量実績値等
の運用実績値を取得するとともに、これらの運用実績値
と、運転員(オペレータ)が設定した配水池15の受水
量計画値および配水量計画値とに基づいて配水ポンプ1
6による配水池15からの配水量を制御するものであ
る。
Here, the reservoir operation control apparatus 1 operates from the receiving flow meter 14, the distribution reservoir 15, and the distribution flow meter 17 of the distribution reservoir equipment 20, such as the actual receiving water amount, the water level, and the actual amount of water distribution. In addition to acquiring the values, the distribution pump 1 is set based on the actual operation values and the planned and received water amount of the reservoir 15 set by the operator (operator).
6 controls the amount of water distribution from the reservoir 15.

【0011】以下、図1および図2により、配水池運用
制御装置1の詳細について説明する。図1に示すよう
に、配水池運用制御装置1は、配水池15の受水量計画
値を設定する受水量計画値設定手段2と、配水池15の
配水量計画値を設定する配水量計画値設定手段3と、受
水量計画値設定手段2により設定された受水量計画値
と、受水側流量計14、配水池15および配水側流量計
17から取得された受水量実績値、水位および配水量実
績値とに基づいて、配水量計画値設定手段3により設定
された配水量計画値を補正して配水量目標値を算出する
配水量補正手段4と、配水量補正手段4により算出され
た配水量目標値に基づいて配水ポンプ16による配水池
15からの配水量を制御する配水量制御手段5とを備え
ている。
The details of the reservoir operation control device 1 will be described below with reference to FIGS. 1 and 2. As shown in FIG. 1, the reservoir operation control device 1 includes a water receiving plan value setting unit 2 for setting a water receiving planned value of the reservoir 15, and a water distribution planning value for setting the water receiving planned value of the reservoir 15. The receiving means plan value set by the setting means 3 and the receiving water plan value setting means 2 and the actual receiving water quantity, the water level and the water level acquired from the receiving flow meter 14, the reservoir 15 and the distribution flow meter 17 The distribution amount correction means 4 for correcting the distribution amount plan value set by the distribution amount plan value setting means 3 based on the actual water amount value and calculating the distribution amount target value, and the distribution amount correction means 4 calculates the distribution amount target value. A water distribution amount control means for controlling a water distribution amount from a water reservoir by a water distribution pump based on a water distribution target value;

【0012】ここで、受水量計画値設定手段2および配
水量計画値設定手段3は、運転員が例えば24時間分の
受水量計画値および配水量計画値をあらかじめ設定して
おくためのものであり、これら受水量計画値設定手段2
および配水量計画値設定手段3により設定された受水量
計画値および配水量計画値は配水量補正手段4に入力さ
れるようになっている。また、受水側流量計14および
配水池15から取得された受水量実績値および水位は配
水量補正手段4に入力されるようになっている。さら
に、配水側流量計17から取得された配水量実績値は配
水量補正手段4および配水量制御手段5に入力されるよ
うになっている。
Here, the planned water receiving amount setting means 2 and the planned water distribution amount setting means 3 are for the operator to set the planned water receiving amount and the planned water discharging amount for 24 hours in advance. Yes, these water receiving plan value setting means 2
The planned water receiving amount and the planned water distribution value set by the planned water distribution amount setting means 3 are input to the water distribution correcting means 4. Further, the actual received water amount and the water level obtained from the water receiving side flow meter 14 and the distribution reservoir 15 are input to the water distribution amount correcting means 4. Further, the actual water distribution amount value obtained from the water distribution side flow meter 17 is input to the water distribution amount correction means 4 and the water distribution amount control means 5.

【0013】図2は図1に示す配水量補正手段4の詳細
を示す図である。図1および図2に示すように、配水量
補正手段4は、受水量計画値設定手段2により設定され
た受水量計画値と、受水側流量計14、配水池15およ
び配水側流量計17から取得された受水量実績値、水位
および配水量実績値と、配水量計画値設定手段1により
設定された配水量計画値を補正するための補正値とを正
規化するデータ正規化手段6を有している。なおデータ
正規化手段6においては、受水量計画値および受水量実
績値に基づいて受水量誤差が算出されるとともに、受水
量計画値、配水量計画値および水位に基づいて水位誤差
が算出され、最終的に、正規化された受水量誤差、水位
誤差、水位、配水量実績値および補正値が出力されるよ
うになっている。
FIG. 2 is a diagram showing details of the water distribution amount correction means 4 shown in FIG. As shown in FIG. 1 and FIG. 2, the water distribution amount correction means 4 is provided with a water receiving amount planned value set by the water receiving amount planned value setting means 2, a water receiving side flow meter 14, a distribution reservoir 15 and a water distribution side flow meter 17. The data normalization means 6 for normalizing the received water amount actual value, the water level and the actual water distribution amount obtained from the above and the correction value for correcting the water distribution planned value set by the water distribution planned value setting means 1 Have. In the data normalizing means 6, the water receiving amount error is calculated based on the water receiving amount planned value and the water receiving amount actual value, and the water level error is calculated based on the water receiving amount planned value, the water distribution planning value and the water level, Finally, the normalized water receiving amount error, water level error, water level, actual distribution amount value, and correction value are output.

【0014】また配水量補正手段4は、データ正規化手
段6により正規化された受水量誤差、水位誤差、水位、
配水量実績値および補正値の関係(重み係数)をニュー
ラルネットワークを用いて逐次学習する配水量補正値学
習手段7と、配水量補正値学習手段7により学習された
重み係数に基づいて、データ正規化手段6により正規化
された現在の受水量誤差、水位誤差、水位および配水量
実績値に対応する補正値を算出する配水量補正値演算手
段8と、配水量補正値演算手段8により算出された補正
値を、配水量計画値設定手段3により設定された配水量
計画値に加えて配水量目標値を算出する配水量目標値演
算手段10とを有している。
Further, the water distribution amount correcting means 4 includes a water receiving amount error, a water level error, a water level,
A water distribution correction value learning means 7 for sequentially learning the relationship (weight coefficient) between the water distribution quantity actual value and the correction value using a neural network, and a data normalization method based on the weight coefficient learned by the water distribution correction value learning means 7. Water supply amount correction value calculating means 8 for calculating correction values corresponding to the current water receiving amount error, water level error, water level and actual water distribution amount value normalized by the conversion means 6, and the water distribution amount correction value calculating means 8 And a water distribution target value calculating means 10 for calculating the water distribution target value by adding the corrected correction value to the water distribution plan value set by the water distribution plan value setting means 3.

【0015】次に、このような構成からなる本発明の第
1の実施の形態の作用について説明する。
Next, the operation of the first embodiment of the present invention having such a configuration will be described.

【0016】図1に示すように、配水池運用制御装置1
においては、まず、配水池設備20の配水池15の運用
計画値として例えば24時間分の受水量計画値および配
水量計画値が設定される。具体的には、受水量計画値設
定手段2により配水池15の24時間分(例えば1時間
単位)の受水量計画値が設定されるとともに、配水量計
画値設定手段3により配水池15の24時間分(例えば
1時間単位)の配水量計画値が設定される。
As shown in FIG. 1, the reservoir operation control device 1
In, first, for example, a planned water receiving amount and a planned water distribution amount for 24 hours are set as operation plan values of the reservoir 15 of the reservoir facility 20. More specifically, the planned water receiving volume setting value 2 sets a planned water receiving volume for the reservoir 15 for 24 hours (for example, in one-hour units), and the planned water receiving volume setting value 3 sets the 24 of the reservoir 15. A water distribution plan value for an hour (for example, for one hour) is set.

【0017】次に、このようにして設定された受水量計
画値および配水量計画値は、受水側流量計14、配水池
15および配水側流量計17から取得された受水量実績
値、水位および配水量実績値とともに配水量補正手段4
に入力され、配水量補正手段4において、受水量計画
値、受水量実績値、水位および配水量実績値に基づいて
配水量計画値が補正されて配水量目標値が算出される。
Next, the planned water receiving amount and the planned water distribution value set in this way are based on the actual water receiving amount, the water level, and the water level acquired from the receiving side flow meter 14, the reservoir 15 and the distribution side flow meter 17. And distribution amount correction means 4 together with the distribution amount actual value
The distribution amount correction means 4 corrects the distribution amount plan value based on the planned amount of received water, the actual amount of received water, the water level and the actual value of the amount of distributed water, and calculates the target amount of distributed water.

【0018】ここで、図2により、配水量補正手段4に
おける配水量目標値の算出方法について説明する。図2
に示すように、配水量補正手段4においては、まず、受
水量計画値設定手段2により設定された受水量計画値
と、受水側流量計14、配水池15および配水側流量計
17から取得された受水量実績値、水位および配水量実
績値と、配水量計画値設定手段1により設定された配水
量計画値を補正するための補正値(配水量補正値演算手
段8により算出された補正値)とがデータ正規化手段6
に入力され、データ正規化手段6において、それぞれの
値が[−1.0,1.0]または[0.0,1.0]の
範囲で正規化される。またデータ正規化手段6において
は、受水量計画値および受水量実績値に基づいて受水量
誤差が算出されるとともに、受水量計画値、配水量計画
値および水位に基づいて水位誤差が算出され、最終的
に、正規化された受水量誤差、水位誤差、水位、配水量
実績値および補正値が出力される。
Here, referring to FIG. 2, a method of calculating the water distribution target value in the water distribution correction means 4 will be described. FIG.
As shown in (1), the distribution amount correcting means 4 first obtains the planned water amount set by the planned water amount setting means 2 and the received flow meter 14, the distribution reservoir 15, and the distributed flow meter 17. The received water amount actual value, the water level and the water distribution amount actual value, and the correction value for correcting the water distribution amount planned value set by the water distribution amount planned value setting means 1 (the correction calculated by the water distribution amount correction value calculating means 8) Value) and data normalization means 6
And the data normalizing means 6 normalizes each value in the range of [−1.0, 1.0] or [0.0, 1.0]. In the data normalizing means 6, a water receiving amount error is calculated based on the water receiving amount planned value and the water receiving amount actual value, and a water level error is calculated based on the water receiving amount planned value, the water distribution planning value and the water level, Finally, the normalized received water amount error, water level error, water level, actual water distribution amount value, and correction value are output.

【0019】次に、このようにして正規化された受水量
誤差、水位誤差、水位、配水量実績値および補正値は配
水量補正値学習手段7に入力され、配水量補正値学習手
段7において、受水量誤差、水位誤差、水位、配水量実
績値および補正値の関係(重み係数)がニューラルネッ
トワークを用いて逐次学習される。
Next, the water receiving amount error, water level error, water level, distribution amount actual value and correction value thus normalized are input to the distribution amount correction value learning means 7, and the distribution amount correction value learning means 7 The relationship (weighting factor) among the water receiving error, the water level error, the water level, the actual water distribution amount, and the correction value is sequentially learned using a neural network.

【0020】その後、このようにして学習された重み係
数は配水量補正値演算手段8に入力され、配水量補正値
演算手段8において、この重み係数に基づいて、データ
正規化手段6により正規化された現在の受水量誤差、水
位誤差、水位および配水量実績値に対応する補正値が算
出される。
Thereafter, the weighting factor learned in this way is inputted to the water distribution amount correction value calculating means 8, and the water distribution amount correction value calculating means 8 normalizes the data by the data normalizing means 6 based on the weighting coefficient. The correction value corresponding to the current received water amount error, the water level error, the water level, and the actual water distribution amount value is calculated.

【0021】そして、このようにして算出された補正値
は配水量目標値演算手段10に入力され、配水量目標値
演算手段10において、この補正値が配水量計画値設定
手段3により設定された配水量計画値に加えられて配水
量目標値が算出される。
The correction value calculated in this way is input to the water distribution target value calculation means 10, and the correction value is set by the water distribution plan value setting means 3 in the water distribution target value calculation means 10. A water distribution target value is calculated in addition to the water distribution plan value.

【0022】なお、このようにして算出された配水量目
標値は配水量制御手段5に入力され(図1参照)、配水
量制御手段5において、この配水量目標値に配水側流量
計17から取得された配水量実績値が追従するよう配水
ポンプ16による配水池15からの配水量が制御され
る。
The water distribution target value calculated in this way is input to the water distribution control means 5 (see FIG. 1). The distribution amount of water from the reservoir 15 by the distribution pump 16 is controlled so that the acquired distribution amount actual value follows.

【0023】このように本発明の第1の実施の形態によ
れば、配水量補正手段4において、受水量計画値設定手
段2により設定された受水量計画値と、受水側流量計1
4、配水池15および配水側流量計17から取得された
受水量実績値、水位および配水量実績値とに基づいて、
データ正規化手段6、配水量補正値学習手段7および配
水量補正値演算手段8によりニューラルネットワークを
用いて現在の受水量誤差、水位誤差、水位および配水量
実績値に対応する補正値を算出し、このようにして算出
された補正値を配水量計画値設定手段3により設定され
た配水量計画値に加えて配水量目標値を算出するので、
配水池15の運用計画を自動的に補正しつつ配水池15
を安全かつ効率的に運用することができる。また、ニュ
ーラルネットワークを用いて補正値を算出しているの
で、運転員が今まで手動で行ってきた作業に近い形で配
水池15の運用を自動化することができる。
As described above, according to the first embodiment of the present invention, in the water distribution amount correcting means 4, the water receiving amount planned value set by the water receiving amount planned value setting means 2 and the water receiving side flow meter 1
4. Based on the actual received water amount, the water level, and the actual distributed water amount value obtained from the reservoir 15 and the distribution-side flow meter 17,
The data normalizing means 6, the water distribution correction value learning means 7 and the water distribution correction value calculating means 8 calculate the correction values corresponding to the present water receiving error, the water level error, the water level and the water distribution actual value by using a neural network. Since the correction value thus calculated is added to the water distribution plan value set by the water distribution plan value setting means 3, the water distribution target value is calculated.
Reservoir 15 while automatically correcting the operation plan of reservoir 15
Can be operated safely and efficiently. In addition, since the correction value is calculated using the neural network, the operation of the reservoir 15 can be automated in a manner similar to the work manually performed by the operator until now.

【0024】なお上述した第1の実施の形態において
は、ニューラルネットワークを用いて配水池15の過去
の受水量実績値、水位および配水量実績値等の運用実績
値に基づいて現在の受水量誤差、水位誤差、水位および
配水量実績値に対応する補正値を算出しているが、これ
以外にも例えば、ファジー理論等のような他の方法を用
いて補正値を算出するようにしてもよい。
In the above-described first embodiment, the present water receiving amount error is determined based on the past water receiving amount actual value, the water level, the distribution amount actual value, and the like of the reservoir 15 using the neural network. Although the correction value corresponding to the water level error, the water level, and the actual water distribution amount is calculated, the correction value may be calculated using another method such as fuzzy logic, etc. .

【0025】また上述した第1の実施の形態において
は、配水量補正手段4の配水量補正値演算手段8により
算出された補正値を配水量目標値演算手段10に直接入
力するようにしているが、図3に示すように、配水量補
正値演算手段8と配水量目標値演算手段10との間に段
階補正値演算手段9を追加し、この段階補正値演算手段
9により、配水量補正値演算手段8により算出された補
正値を段階的に設定された複数の値のいずれかに変換す
るようにしてもよい。ここで、図3に示す配水量補正手
段4は、段階補正値演算手段9が追加されている点を除
いて他は図2に示す配水量補正手段4と略同一であるの
で、同一部分には同一符号を付して詳細な説明は省略す
る。
In the first embodiment described above, the correction value calculated by the water distribution amount correction value calculating means 8 of the water distribution amount correcting means 4 is directly input to the water distribution target value calculating means 10. However, as illustrated in FIG. The correction value calculated by the value calculation means 8 may be converted into one of a plurality of values set in stages. The water distribution amount correction means 4 shown in FIG. 3 is substantially the same as the water distribution amount correction means 4 shown in FIG. 2 except that a step correction value calculation means 9 is added. Are denoted by the same reference numerals, and detailed description is omitted.

【0026】なお、配水量補正値演算手段8により算出
された補正値を段階的に設定された複数の値のいずれか
に変換して配水量目標値演算手段10に入力する場合に
は、配水量目標値演算手段10に入力される補正値を運
転員の運転ノウハウ等を反映させた値とすることができ
るので、配水池15をより効率的に運用することができ
る。また、配水量目標値演算手段10に入力される値の
範囲を限定することができるので、今まで手動で行って
きた作業から大幅にずれた運用が行われることを防止す
ることができ、このためプラントの運転員または管理者
等に安心感を与えることができる。
When the correction value calculated by the water distribution amount correction value calculating means 8 is converted into one of a plurality of values set in stages and input to the water distribution target value calculating means 10, Since the correction value input to the water amount target value calculating means 10 can be a value reflecting the operation know-how of the operator, the water reservoir 15 can be operated more efficiently. In addition, since the range of values input to the water distribution target value calculating means 10 can be limited, it is possible to prevent operations that are significantly deviated from work that has been performed manually up to now, and Therefore, a sense of security can be given to a plant operator or a manager.

【0027】第2の実施の形態 次に、図1、図4および図5により、本発明の第2の実
施の形態について説明する。図1、図4および図5は本
発明による配水池運用制御装置の第2の実施の形態を示
す図である。本発明の第2の実施の形態は、配水量補正
手段の構成が異なる点を除いて、他は図1乃至図3に示
す第1の実施の形態と略同一である。本発明の第2の実
施の形態において、図1乃至図3に示す第1の実施の形
態と同一部分には同一符号を付して詳細な説明は省略す
る。
Second Embodiment Next, a second embodiment of the present invention will be described with reference to FIGS. 1, 4 and 5. FIG. 1, 4 and 5 show a second embodiment of the reservoir operation control device according to the present invention. The second embodiment of the present invention is substantially the same as the first embodiment shown in FIGS. 1 to 3 except that the configuration of the water distribution amount correction means is different. In the second embodiment of the present invention, the same parts as those in the first embodiment shown in FIGS. 1 to 3 are denoted by the same reference numerals, and detailed description is omitted.

【0028】図1および図4に示すように、配水量補正
手段4は、受水量計画値設定手段2により設定された受
水量計画値と、受水側流量計14から取得された配水池
15の受水量実績値とに基づいて受水量誤差を算出する
受水量誤差演算手段11と、受水量誤差演算手段11に
より算出された受水量誤差と、配水量計画値設定手段3
により設定された配水量計画値とに基づいて配水量目標
値を算出する配水量目標値演算手段13とを有してい
る。
As shown in FIGS. 1 and 4, the water distribution amount correction means 4 includes a water receiving amount plan value set by the water receiving amount planned value setting means 2 and a distribution reservoir 15 obtained from the water receiving side flow meter 14. Receiving water amount error calculating means 11 for calculating a receiving water amount error based on the actual receiving water amount value, a receiving water amount error calculated by the receiving water amount calculating means 11, and a water distribution plan value setting means 3
And a water distribution target value calculating means 13 for calculating a water distribution target value based on the water distribution plan value set by (1).

【0029】次に、このような構成からなる本発明の第
2の実施の形態の作用について説明する。
Next, the operation of the second embodiment of the present invention having such a configuration will be described.

【0030】図1に示すように、配水池運用制御装置1
において、受水量計画値設定手段2および配水量計画値
設定手段3により設定された配水池15の24時間分
(例えば1時間単位)の受水量計画値および配水量計画
値は、受水側流量計14から取得された受水量実績値と
ともに配水量補正手段4に入力され、配水量補正手段4
において、受水量計画値および受水量実績値に基づいて
配水量計画値が補正されて配水量目標値が算出される。
As shown in FIG. 1, the reservoir operation control device 1
, The planned water receiving amount and the planned water discharging amount for the 24-hour (eg, hourly) of the reservoir 15 set by the planned water receiving amount setting means 2 and the planned water distribution amount setting means 3 are the receiving side flow rates. The water distribution amount correction means 4 is input to the water distribution amount correction means 4 together with the water reception amount actual value acquired from the total 14.
In, the water distribution plan value is corrected based on the water reception amount plan value and the water reception amount actual value, and the water distribution target value is calculated.

【0031】ここで、図4により、配水量補正手段4に
おける配水量目標値の算出方法について説明する。図4
に示すように、配水量補正手段4においては、まず、受
水量計画値設定手段2により設定された受水量計画値
と、受水側流量計14から取得された受水量実績値とが
受水量誤差演算手段11に入力され、受水量誤差演算手
段11において、受水量計画値および受水量実績値の差
分として受水量誤差が算出される。
Here, referring to FIG. 4, a description will be given of a method of calculating the water distribution target value in the water distribution correction means 4. FIG.
As shown in (2), in the water distribution amount correcting means 4, first, the water receiving amount planned value set by the water receiving amount planning value setting means 2 and the water receiving amount actual value acquired from the water receiving side flow meter 14 are used as the water receiving amount. The received water amount is input to the error calculating means 11, and the received water amount error calculating means 11 calculates the received water amount error as a difference between the received water amount planned value and the received water amount actual value.

【0032】その後、このようにして算出された受水量
誤差は配水量目標値演算手段13に入力され、配水量目
標値演算手段13において、この受水量誤差が配水量計
画値設定手段3により設定された配水量計画値に加えら
れて配水量目標値が算出される。
Thereafter, the water receiving amount error thus calculated is input to the water distribution target value calculating means 13, and the water receiving amount error is set by the water distribution planning value setting means 3. The target water distribution amount is calculated in addition to the planned water distribution amount.

【0033】なお、このようにして算出された配水量目
標値は配水量制御手段5に入力され(図1参照)、配水
量制御手段5において、この配水量目標値に配水側流量
計17から取得された配水量実績値が追従するよう配水
ポンプ16による配水池15からの配水量が制御され
る。
The calculated water distribution target value is input to the water distribution control means 5 (see FIG. 1), and the distribution water control means 5 supplies the distribution water target value to the distribution flow meter 17. The distribution amount of water from the reservoir 15 by the distribution pump 16 is controlled so that the acquired distribution amount actual value follows.

【0034】このように本発明の第2の実施の形態によ
れば、配水量補正手段4において、受水量計画値設定手
段2により設定された受水量計画値と、受水側流量計1
4から取得された受水量実績値とに基づいて受水量誤差
を算出し、このようにして算出された受水量誤差を配水
量計画値設定手段3により設定された配水量計画値に加
えて配水量目標値を算出するので、配水池15の運用範
囲が上下限水位内となるよう配水池15の運用計画を自
動的に補正しつつ配水池15を安全かつ効率的に運用す
ることができる。
As described above, according to the second embodiment of the present invention, in the water distribution amount correcting means 4, the water receiving amount planned value set by the water receiving amount planned value setting means 2 and the water receiving side flow meter 1
The water receiving amount error is calculated based on the water receiving amount actual value acquired from the water distribution amount 4 and the water receiving amount error calculated in this way is added to the water distribution amount planning value set by the water distribution amount planning value setting means 3 and distributed. Since the water amount target value is calculated, the operation of the reservoir 15 can be safely and efficiently operated while automatically correcting the operation plan of the reservoir 15 so that the operation range of the reservoir 15 is within the upper and lower water levels.

【0035】なお上述した第2の実施の形態において
は、配水量補正手段4の受水量誤差演算手段11により
算出された補正値を配水量目標値演算手段13に直接入
力するようにしているが、図5に示すように、受水量誤
差演算手段11と配水量目標値演算手段13との間に段
階受水量誤差演算手段12を追加し、この段階受水量誤
差演算手段12により、受水量誤差演算手段11により
算出された受水量誤差を段階的に設定された複数の値の
いずれかに変換するようにしてもよい。ここで、図5に
示す配水量補正手段4は、段階受水量誤差演算手段12
が追加されている点を除いて他は図4に示す配水量補正
手段4と略同一であるので、同一部分には同一符号を付
して詳細な説明は省略する。
In the second embodiment described above, the correction value calculated by the water receiving amount error calculating means 11 of the water distribution amount correcting means 4 is directly input to the water distribution amount target value calculating means 13. As shown in FIG. 5, a step water receiving amount error calculating means 12 is added between the water receiving amount error calculating means 11 and the water distribution target value calculating means 13, and the water receiving amount error calculating means 12 The water receiving amount error calculated by the calculating means 11 may be converted into one of a plurality of values set in stages. Here, the water distribution amount correction means 4 shown in FIG.
Since the rest is substantially the same as the water distribution amount correcting means 4 shown in FIG. 4 except for the addition of, the same parts are denoted by the same reference numerals and detailed description is omitted.

【0036】なお、受水量誤差演算手段11により算出
された受水量誤差を段階的に設定された複数の値のいず
れかに変換して配水量目標値演算手段13に入力する場
合には、配水量目標値演算手段13に入力される受水量
誤差を運転員の運転ノウハウ等を反映させた値とするこ
とができるので、配水池15をより効率的に運用するこ
とができる。また、配水量目標値演算手段13に入力さ
れる値の範囲を限定することができるので、今まで手動
で行ってきた作業から大幅にずれた運用が行われること
を防止することができ、このためプラントの運転員また
は管理者等に安心感を与えることができる。
When the water receiving amount error calculated by the water receiving amount calculating means 11 is converted into any one of a plurality of values set in a stepwise manner and inputted to the water distribution target value calculating means 13, the distribution Since the water receiving amount error input to the water amount target value calculating means 13 can be set to a value reflecting the operation know-how of the operator, etc., the distribution reservoir 15 can be operated more efficiently. In addition, since the range of the value input to the water distribution target value calculating means 13 can be limited, it is possible to prevent the operation that has been significantly deviated from the work that has been manually performed so far, and Therefore, a sense of security can be given to a plant operator or a manager.

【0037】[0037]

【発明の効果】以上説明したように本発明によれば、受
水量計画値設定手段により設定された受水量計画値と、
配水池の運用実績値とに基づいて、配水量計画値設定手
段により設定された配水量計画値を補正して配水量目標
値を算出し、この算出された配水量目標値に基づいて配
水池の配水量を制御するので、配水池の運用計画を自動
的に補正しつつ配水池を安全かつ効率的に運用すること
ができる。
As described above, according to the present invention, the planned water receiving amount set by the planned water receiving amount setting means,
Based on the actual operation value of the distribution reservoir, the distribution amount plan value set by the distribution amount plan value setting means is corrected to calculate the distribution amount target value, and the distribution reservoir is calculated based on the calculated distribution amount target value. Therefore, the reservoir can be operated safely and efficiently while automatically correcting the operation plan of the reservoir.

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

【図1】本発明による配水池運用制御装置の第1および
第2の実施の形態を示すブロック図。
FIG. 1 is a block diagram showing first and second embodiments of a distribution reservoir operation control device according to the present invention.

【図2】本発明による配水池運用制御装置の第1の実施
の形態における配水量補正手段の詳細を示すブロック
図。
FIG. 2 is a block diagram showing details of a water distribution amount correction unit in the first embodiment of the water distribution reservoir operation control device according to the present invention.

【図3】図2に示す配水量補正手段の変形例を示すブロ
ック図。
FIG. 3 is a block diagram showing a modification of the water distribution amount correction means shown in FIG. 2;

【図4】本発明による配水池運用制御装置の第2の実施
の形態における配水量補正手段の詳細を示すブロック
図。
FIG. 4 is a block diagram showing details of a water distribution amount correction unit in a water reservoir operation control device according to a second embodiment of the present invention.

【図5】図4に示す配水量補正手段の変形例を示すブロ
ック図。
FIG. 5 is a block diagram showing a modification of the water distribution amount correction means shown in FIG. 4;

【符号の説明】[Explanation of symbols]

1 配水池運用制御装置 2 受水量計画値設定手段 3 配水量計画値設定手段 4 配水量補正手段 5 配水量制御手段 6 データ正規化手段 7 配水量補正値学習手段 8 配水量補正値演算手段 9 段階補正値演算手段 10,13 配水量目標値演算手段 11 受水量誤差演算手段 12 段階受水量誤差演算手段 14 受水側流量計 15 配水池 16 配水ポンプ 17 配水側流量計 18 受水弁 20 配水池設備 DESCRIPTION OF SYMBOLS 1 Reservoir operation control device 2 Plan of receiving water plan value setting means 3 Planning means of water distribution amount setting means 4 Water distribution amount correction means 5 Water distribution amount control means 6 Data normalization means 7 Water distribution amount correction value learning means 8 Water distribution amount correction value calculating means 9 Step correction value calculating means 10, 13 Water distribution target value calculating means 11 Water receiving amount error calculating means 12 Stage water receiving amount error calculating means 14 Water receiving side flow meter 15 Reservoir 16 Water distribution pump 17 Water distribution side flow meter 18 Water receiving valve 20 Distribution Water pond equipment

───────────────────────────────────────────────────── フロントページの続き (72)発明者 川 路 等 東京都府中市東芝町1番地 株式会社東芝 府中工場内 (72)発明者 芦 木 達 雄 東京都港区芝浦一丁目1番1号 株式会社 東芝本社事務所内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kawaji, etc. 1 Toshiba-cho, Fuchu-shi, Tokyo Inside the Toshiba Fuchu Plant (72) Inventor Tatsuo Ashiki 1-1-1, Shibaura, Minato-ku, Tokyo Stock Company Toshiba head office

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】上水道プラントの配水池の運用を制御する
配水池運用制御装置において、 前記配水池の受水量計画値を設定する受水量計画値設定
手段と、 前記配水池の配水量計画値を設定する配水量計画値設定
手段と、 前記受水量計画値設定手段により設定された受水量計画
値と、前記配水池の運用実績値とに基づいて、前記配水
量計画値設定手段により設定された配水量計画値を補正
して配水量目標値を算出する配水量補正手段と、 前記配水量補正手段により算出された配水量目標値に基
づいて前記配水池の配水量を制御する配水量制御手段と
を備えたことを特徴とする配水池運用制御装置。
1. A reservoir operation control device for controlling the operation of a reservoir in a waterworks plant, comprising: a reservoir amount planning value setting means for setting a reservoir amount planning value of the reservoir; and a reservoir amount planning value of the reservoir. The water distribution plan value setting means to be set, the water reception plan value set by the water reception plan value setting means, and the water distribution plan value setting means based on the actual operation value of the reservoir. A distribution amount correction unit that corrects a distribution amount plan value to calculate a distribution amount target value; and a distribution amount control unit that controls a distribution amount of the distribution reservoir based on the distribution amount target value calculated by the distribution amount correction unit. A reservoir operation control device comprising:
【請求項2】前記配水量補正手段は、前記受水量計画値
設定手段により設定された受水量計画値と、前記配水池
の運用実績値と、前記配水量計画値設定手段により設定
された配水量計画値を補正するための補正値とを正規化
するデータ正規化手段と、 前記データ正規化手段により正規化された前記受水量計
画値、前記運用実績値および前記補正値の関係を逐次学
習する配水量補正値学習手段と、 前記配水量補正値学習手段により学習された前記受水量
計画値、前記運用実績値および前記補正値の関係に基づ
いて前記配水池の現在の運用実績値に対応する補正値を
算出する配水量補正値演算手段と、 前記配水量補正値演算手段により算出された補正値と、
前記配水量計画値設定手段により設定された配水量計画
値とに基づいて配水量目標値を算出する配水量目標値演
算手段とを有することを特徴とする請求項1記載の配水
池運用制御装置。
2. The water distribution amount correction means includes: a water reception plan value set by the water reception plan value setting means; an operation actual value of the reservoir; and a water distribution amount set by the water distribution plan value setting means. Data normalizing means for normalizing a correction value for correcting the water flow plan value; and sequentially learning a relationship between the water receiving plan value, the operation actual value, and the correction value normalized by the data normalizing means. Distribution amount correction value learning means, and the received water amount plan value, which is learned by the distribution amount correction value learning means, and the current operation result value of the reservoir based on the relationship between the operation result value and the correction value. Water distribution amount correction value calculating means for calculating a correction value to be calculated, and a correction value calculated by the water distribution amount correction value calculating means,
2. The reservoir operation control device according to claim 1, further comprising a distribution amount target value calculating unit that calculates a distribution amount target value based on the distribution amount plan value set by the distribution amount plan value setting unit. 3. .
【請求項3】前記配水量補正手段は、前記配水量補正値
演算手段により算出された補正値を段階的に設定された
複数の値のいずれかに変換する段階補正値演算手段をさ
らに有することを特徴とする請求項2記載の配水池運用
制御装置。
3. The water distribution amount correction means further includes a step correction value calculation means for converting the correction value calculated by the water distribution amount correction value calculation means into one of a plurality of values set in stages. The reservoir operation control device according to claim 2, characterized in that:
【請求項4】前記配水量補正手段は、前記受水量計画値
設定手段により設定された受水量計画値と、前記配水池
の受水量実績値とに基づいて受水量誤差を算出する受水
量誤差演算手段と、 前記受水量誤差演算手段により算出された受水量誤差
と、前記配水量計画値設定手段により設定された配水量
計画値とに基づいて配水量目標値を算出する配水量目標
値演算手段とを有することを特徴とする請求項1記載の
配水池運用制御装置。
4. The water receiving amount correction means for calculating a water receiving amount error based on a water receiving amount planned value set by the water receiving amount planning value setting means and a water receiving amount actual value of the reservoir. Calculation means, and a water distribution target value calculation for calculating a water distribution target value based on the water distribution error calculated by the water distribution error calculation means and the water distribution plan value set by the water distribution plan value setting means. 2. A reservoir operation control device according to claim 1, further comprising means.
【請求項5】前記配水量補正手段は、前記受水量誤差演
算手段により算出された受水量誤差を段階的に設定され
た複数の値のいずれかに変換する段階受水量誤差演算手
段をさらに有することを特徴とする請求項2記載の配水
池運用制御装置。
5. The water distribution amount correcting means further includes a step water receiving amount error calculating means for converting the water receiving amount error calculated by the water receiving amount error calculating means into one of a plurality of values set in stages. 3. The reservoir operation control device according to claim 2, wherein:
JP637198A 1998-01-16 1998-01-16 Water distributing reservoir operation controller Pending JPH11202943A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP637198A JPH11202943A (en) 1998-01-16 1998-01-16 Water distributing reservoir operation controller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP637198A JPH11202943A (en) 1998-01-16 1998-01-16 Water distributing reservoir operation controller

Publications (1)

Publication Number Publication Date
JPH11202943A true JPH11202943A (en) 1999-07-30

Family

ID=11636522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP637198A Pending JPH11202943A (en) 1998-01-16 1998-01-16 Water distributing reservoir operation controller

Country Status (1)

Country Link
JP (1) JPH11202943A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104131984A (en) * 2014-08-19 2014-11-05 安徽金科橡塑制品有限公司 Immersible pump starting device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104131984A (en) * 2014-08-19 2014-11-05 安徽金科橡塑制品有限公司 Immersible pump starting device

Similar Documents

Publication Publication Date Title
US7707125B2 (en) Utility management system and method
KR20190019346A (en) A system for managing the manufacturing water
JPH11202943A (en) Water distributing reservoir operation controller
JP3974294B2 (en) Water and sewage monitoring and control system
GB2566747B (en) A control panel device for a water service reservoir
JP2019141763A (en) Operation support apparatus and operation support method for water treatment facility
JPH08302759A (en) Control method of water-conveyance operation in wide-area water supply system
JPS61182102A (en) Controller for filtration plant
JP4669756B2 (en) Water distribution planning apparatus and water distribution control method
JPH1137052A (en) Control method for optimum operation of pump of water feed device
JPH06313605A (en) Method and apparatus for controlling operation of heat source unit
JP4300092B2 (en) Plant operation plan derivation device
JP3417766B2 (en) Water supply planning support device and water supply control system
RU2264652C2 (en) Method for automatic water provision control
JPS5936060B2 (en) Automatic inflow adjustment method for water distribution reservoirs and water purification reservoirs
JPH01251211A (en) Controller for water distribution pipe network
JPH0934555A (en) Supplied water flow rate controller
JPS63296627A (en) Apparatus for controlling agricultural irrigation facility
JP2002278603A (en) Optimal water operation planning device and its method
JP2864797B2 (en) Intake well selection device
JPS58178416A (en) Pressure controlling method of distributing pipe network
JPS5944644B2 (en) Water reservoir operation method
JPH02268305A (en) Distributing pipe network controller
RU27710U1 (en) AUTOMATIC WATER SUPPLY SYSTEM
JP2014002535A (en) Water operation support apparatus, water operation support method and program