JP2933430B2 - Distribution flow sharing control device between fluid distribution sources - Google Patents
Distribution flow sharing control device between fluid distribution sourcesInfo
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- JP2933430B2 JP2933430B2 JP29262791A JP29262791A JP2933430B2 JP 2933430 B2 JP2933430 B2 JP 2933430B2 JP 29262791 A JP29262791 A JP 29262791A JP 29262791 A JP29262791 A JP 29262791A JP 2933430 B2 JP2933430 B2 JP 2933430B2
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- flow rate
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Description
【0001】[0001]
【産業上の利用分野】本発明は、例えば上水道の配水ポ
ンプ場、浄水場等の2つの流体配給源から、同一の流体
需要源へ流体を配給する配給システムにおいて、特に2
つの流体配給源間の配給流量の片寄りによる配給システ
ムの障害の発生を防止し得るようにした流体配給源間の
配給流量分担制御装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a distribution system for distributing fluid from two fluid distribution sources, such as a water supply pumping station and a water purification plant, to the same fluid demand source.
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a distribution flow sharing control device between fluid distribution sources, which can prevent a failure of a distribution system due to a deviation of distribution flow between two fluid distribution sources.
【0002】[0002]
【従来の技術】従来、例えば2つの配水場から同一の配
水管網に対して配水を行なう場合には、熟練したオペレ
ータが2つの配水場の配水流量実績値を監視し、過去の
経験と現在の状況とから判断して、適切な容量の配水ポ
ンプを選択し、または配水場の起動/停止を行ない、2
つの配水場の配水する配水流量がバランスよく分担され
て、配水管網内の配水圧力の極端な変動が起こらないよ
うに、2つの配水場の運転を行なっている。2. Description of the Related Art Conventionally, for example, when water is distributed from two water distribution stations to the same water distribution network, a skilled operator monitors the actual distribution flow rate values of the two water distribution stations and compares the past experience with the present. Judging from the situation, select a water distribution pump with an appropriate capacity, or start / stop the water distribution plant.
The two distribution stations are operated so that the distribution flow rates of the two distribution stations are balanced and the distribution pressure in the distribution network does not fluctuate extremely.
【0003】図6ないし図8は、従来の方法によって運
転された結果の一例を示す図である。ここで、図6の
(a)は、一方の配水場の配水流量目標値を示してい
る。また、図6の(b)は、他方の配水場の配水流量目
標値を示している。FIG. 6 to FIG. 8 are diagrams showing an example of the result of operation by the conventional method. Here, (a) of FIG. 6 shows a distribution water flow target value of one of the water distribution stations. FIG. 6 (b) shows a distribution water flow target value of the other water distribution station.
【0004】図7の(a)は、2つの配水場から配水管
網に対して配水された配水流量の合計である需要実績値
を示している。また、図7の(b)は、一方の配水場の
配水流量実績値を示している。さらに、図8は、他方の
配水場の配水流量実績値を示している。FIG. 7A shows actual demand values which are the sum of the distribution flow rates of water distributed from two water distribution stations to the distribution network. FIG. 7 (b) shows a distribution water flow actual value of one of the water distribution stations. Further, FIG. 8 shows the actual distribution flow rate value of the other water distribution station.
【0005】図8において、時刻8付近で配水が停止し
ているが、図7の(b)によれば、一方の配水場は運転
しており、配水流量の分担にアンバランスが生じてい
る。この時、配水管網内においては、配水圧力の変動が
生じており、配水管の破裂、赤水の発生等の給水傷害が
発生している可能性がある。[0005] In Fig. 8, the water distribution is stopped around time 8, but according to Fig. 7 (b), one of the water distribution stations is operating, and the distribution of the distribution flow rate is unbalanced. . At this time, the distribution pressure fluctuates in the distribution pipe network, and there is a possibility that water supply damage such as rupture of the distribution pipe or generation of red water occurs.
【0006】また、配水場においては、一方の配水場へ
の負荷の片寄りによって、配水ポンプの起動停止回数が
増し、効率的な運転が妨げられることになる。そこで、
このような場合には、図7の(b)の時刻8において、
一方の配水場は配水流量を下げて運転し、図8の時刻8
において、他方の配水場の運転が継続されるように、配
水流量を適当に分担するような運転を行なうべきであ
る。[0006] In a water distribution station, the load imbalance to one of the water distribution stations increases the number of times the water distribution pump is started and stopped, thereby hindering efficient operation. Therefore,
In such a case, at time 8 in FIG.
One of the water distribution stations is operated with a lower distribution flow rate.
In such a case, the operation should be performed so as to appropriately share the distribution flow rate so that the operation of the other water distribution station is continued.
【0007】ところで、上水道では、安定した給水が目
的の一つであることから、オペレータによる個人差や需
要パターンの変化によっても、2つの配水場間の配水流
量の分担を適切に維持し、配水システムに障害の発生し
ないような運転を継続する必要がある。In the case of water supply, stable water supply is one of the objectives. Therefore, the distribution of water flow between the two water distribution stations can be maintained properly even if the operator has individual differences or changes in demand patterns. It is necessary to continue operation that does not cause a failure in the system.
【0008】しかしながら、上述のような運転方法にお
いては、オペレータの個人差や需要パターンの変化によ
って、2つの配水場間の配水流量に片寄り(アンバラン
ス)が生じ、配水システムに障害が発生する可能性があ
る。[0008] However, in the above-described operation method, the distribution flow rate between the two distribution stations is unbalanced due to individual differences between operators and changes in demand patterns, and a failure occurs in the water distribution system. there is a possibility.
【0009】[0009]
【発明が解決しようとする課題】以上のように、従来の
運転方法においては、オペレータの個人差や需要パター
ンの変化によって、2つの配水場間の配水流量に片寄り
が生じ、配水システムに障害が発生するという問題があ
った。As described above, in the conventional operation method, the distribution flow rate between the two water distribution stations is deviated due to individual differences between operators and changes in demand patterns, and the water distribution system is obstructed. There was a problem that occurs.
【0010】本発明の目的は、オペレータの個人差や需
要パターンの変化によらずに安定した運転を行ない、2
つの流体配給源間の配給流量の片寄りによる配給システ
ムの障害の発生を防止することが可能な極めて信頼性の
高い流体配給源間の配給流量分担制御装置を提供するこ
とにある。An object of the present invention is to perform stable operation without depending on individual differences between operators or changes in demand patterns.
It is an object of the present invention to provide a highly reliable distribution flow rate control device between fluid distribution sources, which can prevent a failure of a distribution system due to a deviation of a distribution flow rate between two fluid distribution sources.
【0011】[0011]
【課題を解決するための手段】上記の目的を達成するた
めに、配給ポンプを備えた2つの流体配給源から同一の
流体需要源へ流体を配給する配給システムにおける配給
流量の分担を制御する配給流量分担制御装置において、SUMMARY OF THE INVENTION In order to achieve the above objects, a distribution system for controlling distribution of distribution flow in a distribution system for distributing fluid from two fluid distribution sources with a distribution pump to the same fluid demand source. In the flow sharing control device,
【0012】まず、請求項1に記載の発明では、前記配
給流量の需要予測値と、前記各流体配給源の能力に応じ
た配給流量の分担比率を表すあらかじめ設定された分担
比とに基づいて、前記需要予測値を前記分担比となるよ
うに前記各流体配給源の配給すべき分担計画値を決定す
る配給分担計画手段と、前記配給分担計画手段により決
定された各流体配給源の分担計画値に基づいて、前記一
方の流体配給源の配給流量実績値が予め設定されたポン
プ起動流量を超えたときに他方の流体配給源の分担計画
値を増加させるように補正し、前記一方の流体配給源の
配給流量実績値が予め設定されたポンプ停止流量を下回
るときに前記他方の流体配給源の分担計画値を減少させ
るように補正して、前記各流体配給源の配給すべき配給
流量目標値を決定する分担計画補正手段と、前記分担計
画補正手段により決定された各流体配給源の配給流量目
標値に基づいて前記各流体配給源の配給ポンプを制御
し、当該配給流量目標値にあった流体量を前記流体需要
源に対して供給する配給ポンプ制御手段とを備えて構成
している。First, according to the first aspect of the present invention, based on the demand forecast value of the distribution flow rate and a preset distribution ratio indicating the distribution ratio of the distribution flow rate according to the capacity of each of the fluid distribution sources. Distribution sharing planning means for determining a sharing plan value to be distributed to each of the fluid distribution sources so that the demand forecast value becomes the sharing ratio; and a sharing plan for each fluid distribution source determined by the distribution sharing planning means. The actual delivery flow rate value of the one fluid supply source is set in advance based on the value.
Plan of the other fluid distribution source when the startup flow rate is exceeded
Value to increase the value of the one fluid source.
Actual delivery flow value is below the preset pump stop flow
When the share plan value of the other fluid distribution source is reduced.
Is corrected to so that a sharing plan correcting means for determining the distribution flow target value to be delivered in each fluid delivery source, based on the delivery flow target value for each fluid delivery source that is determined by the allocation plan correction unit A distribution pump control means for controlling a distribution pump of each of the fluid distribution sources and supplying a fluid amount corresponding to the distribution flow rate target value to the fluid demand source.
【0013】また、請求項2に記載の発明では、さらに
流体配給源間の配給流量分担制御装置において、配給流
量の変動に関係の深い要素の予報値に基づいて、流体需
要源に対して供給すべき配給流量の需要予測値を予測す
る需要予測手段を付加して構成している。Further, in the invention according to the second aspect, in the distribution flow rate sharing control device between the fluid distribution sources, the supply to the fluid demand source is performed based on a predicted value of an element closely related to the fluctuation of the distribution flow rate. Demand forecasting means for forecasting the demand forecast value of the distribution flow rate to be provided is added.
【0014】ここで、特に分担計画補正手段としては、
一方の流体配給源の配給流量実績値がポンプ起動流量と
ポンプ停止流量との間にある場合には、各分担計画値を
各流体配給源の配給すべき配給流量目標値として決定
し、また一方の流体配給源の配給流量実績値がポンプ起
動流量とポンプ停止流量との間から逸脱している場合に
は、一方の流体配給源の配給流量実績値がポンプ起動流
量を超えれば、他方の流体配給源の配給ポンプ1台の配
給できる流量を1制御周期前の流体配給源の配給流量目
標値に加えた値を現制御周期の他方の流体配給源の配給
流量目標値として決定し、一方の流体配給源の配給流量
実績値がポンプ停止流量を下回れば、他方の流体配給源
の配水ポンプ1台の配給できる流量を1制御周期前の他
方の流体配給源の配給流量目標値から減じた値を現制御
周期の他方の流体配給源の配給流量目標値として決定す
るようにしている。[0014] Here, especially as the sharing plan correction means,
If the actual distribution flow rate of one of the fluid distribution sources is between the pump start flow rate and the pump stop flow rate, each shared plan value is determined as a distribution flow target value to be distributed by each fluid distribution source, and If the actual delivery flow value of the fluid distribution source deviates from between the pump startup flow rate and the pump stop flow rate, if the actual delivery flow rate value of one fluid distribution source exceeds the pump startup flow rate, the other fluid A value obtained by adding the flow rate that can be distributed by one distribution pump of the distribution source to the distribution flow target value of the fluid distribution source one control cycle before is determined as the distribution flow target value of the other fluid distribution source in the current control cycle. If the actual distribution flow rate value of the fluid distribution source is lower than the pump stop flow rate, the flow rate that can be distributed by one water distribution pump of the other fluid distribution source is subtracted from the distribution flow target value of the other fluid distribution source one control cycle earlier. Is the other fluid distribution of the current control cycle. It is determined as the delivery flow target value of the source.
【0015】[0015]
【作用】従って、本発明の配水場間の配水流量分担制御
装置においては、一方の流体配給源の配給流量実績値に
応じて他方の流体配給源の分担計画値を補正し、各流体
配給源の配給流量目標値を決定することにより、一方の
流体配給源と他方の流体配給源とから配給される分担割
合は、各流体配給源の配給流量実績値が各流体配給源の
分担計画値と異なった場合においても、どちらかの流体
配給源に片寄るようなことがなくなり、一方の流体配給
源と他方の流体配給源との良好な運転を実現することが
できる。Therefore, in the control device for sharing the distribution flow rate between the water distribution stations according to the present invention, the distribution plan value of the other fluid distribution source is corrected in accordance with the actual distribution flow rate value of one of the fluid distribution sources. By determining the target value of the distribution flow rate, the distribution ratio distributed from one fluid distribution source and the other fluid distribution source is the distribution flow actual value of each fluid distribution source and the planned distribution value of each fluid distribution source. Even in a different case, it is possible to prevent one of the fluid supply sources from being biased, and to realize a good operation of one of the fluid supply sources and the other of the fluid supply sources.
【0016】これにより、オペレータの個人差や需要パ
ターンの変化によらずに安定した運転を行ない、2つの
流体配給源間の配給流量の片寄りによる配給システムの
障害の発生を防止することが可能となる。[0016] Thus, stable operation can be performed irrespective of individual differences between operators and changes in demand patterns, and it is possible to prevent occurrence of a failure in the distribution system due to a bias in the distribution flow rate between the two fluid distribution sources. Becomes
【0017】[0017]
【実施例】以下、本発明の一実施例について図面を参照
して詳細に説明する。図1は、本発明による配水場間の
配水流量分担制御装置を上水道配水システムに適用した
場合の全体構成例を示すブロック図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a block diagram showing an example of the overall configuration in a case where a distribution flow rate sharing control device between water distribution stations according to the present invention is applied to a water supply distribution system.
【0018】図1において、複数台の配水ポンプP1、
および1台の送水ポンプP2を備えた2つの流体配給源
であるA,B配水場1,2と、この各配水場1,2に接
続された同一の流体需要源である配水管網3とにより、
上水道配水システムが構成されている。そして、配水場
間の配水流量分担制御装置4により、上記上水道配水シ
ステムにおけるA配水場1とB配水場2の配水ポンプP
1のそれぞれに対し、制御周期毎に配水流量の目標値を
与えてA配水場1とB配水場2の配水ポンプP1を運転
し、配水管網3に対して同時に配水を行なうようになっ
ている。In FIG. 1, a plurality of water distribution pumps P1,
And two fluid distribution sources A and B provided with one water pump P2, and water distribution plants 1 and 2, and a distribution network 3 which is the same fluid demand source connected to each of the distribution plants 1 and 2. By
A water supply system is configured. Then, the distribution flow control device 4 for the distribution of water between the water distribution stations causes the water distribution pumps P in the water distribution system A and the water distribution plant 2 in the water distribution system.
1 is supplied to each of the control periods, the target value of the water distribution flow rate is given, the water distribution pumps P1 of the A water distribution plant 1 and the B water distribution plant 2 are operated, and water is distributed to the water distribution network 3 at the same time. I have.
【0019】一方、配水場間の配水流量分担制御装置4
は、需要予測部41と、配水分担計画部42と、分担計
画補正部43と、A配水場配水ポンプ制御部44と、B
配水場配水ポンプ制御部45とから構成している。On the other hand, the distribution flow rate sharing control device 4 between the distribution stations
Are a demand forecasting unit 41, a water distribution sharing plan unit 42, a distribution plan correction unit 43, an A distribution plant water distribution pump control unit 44,
And a water distribution pump control unit 45.
【0020】ここで、需要予測部41は、配水流量を左
右する気象データ(天候,降水確率等)の予報値5に基
づいて、配水管網3に対して配水すべき配水流量の需要
予測値6を予測するものである。Here, the demand forecasting section 41 calculates a demand forecast value of a distribution flow rate to be distributed to the distribution pipe network 3 based on a forecast value 5 of weather data (weather, precipitation probability, etc.) which influences the distribution flow rate. 6 is predicted.
【0021】また、配水分担計画部42は、需要予測部
41により予測された配水流量の需要予測値6と、各配
水場1,2の能力に応じた配水流量の分担比率を表わす
分担比7とに基づいて、需要予測値6を分担比7となる
ように、各配水場1,2の配水すべきA配水場分担計画
値8とB配水場分担計画値9とを決定するものである。Further, the water distribution sharing plan unit 42 includes a demand forecast value 6 of the distribution flow rate predicted by the demand prediction unit 41 and a sharing ratio 7 representing a distribution ratio of the distribution flow rate according to the capacity of each of the water distribution stations 1 and 2. Based on the above, the A distribution station sharing plan value 8 and the B distribution station sharing plan value 9 to be distributed to the water distribution stations 1 and 2 are determined so that the demand forecast value 6 becomes the sharing ratio 7. .
【0022】さらに、分担計画補正部43は、配水分担
計画部42により決定されたA配水場分担計画値8とB
配水場分担計画値9と、一方の配水場1(または2)の
一制御周期前の配水流量実績値10(または11)に応
じて他方の配水場2(または1)の分担計画値9(また
は8)を補正するためのポンプ起動流量12とポンプ停
止流量13とに基づいて、各配水場1,2の配水すべき
(A配水場)配水流量目標値14と(B配水場)配水流
量目標値15とを決定するものである。Further, the sharing plan correction unit 43 includes the A distribution plant sharing plan values 8 and B determined by the water distribution sharing planning unit 42.
The distribution plan value 9 (or the distribution plan value 9 (or 1) of the other distribution plant 2 (or 1) according to the distribution distribution plan value 9 and the distribution flow actual value 10 (or 11) of the one distribution plant 1 (or 2) one control cycle before. Or 8) based on the pump start flow 12 and the pump stop flow 13 for compensating for (8), the target value (14) and the (B) distribution water flow target for the water distribution stations 1 and 2 to be distributed. The target value 15 is determined.
【0023】一方、A配水場配水ポンプ制御部44は、
分担計画補正部43により決定されたA配水場1の配水
流量目標値14に基づいて、制御周期毎にA配水場1の
配水ポンプP1を制御し、当該配水流量目標値14にあ
った流体量を配水管網3に対して供給するものである。On the other hand, the distribution pump control unit 44 of the water distribution station A
The distribution pump P1 of the A distribution plant 1 is controlled for each control cycle based on the distribution flow target value 14 of the A distribution plant 1 determined by the sharing plan correction unit 43, and the amount of fluid that is in the distribution target flow value 14 is controlled. Is supplied to the distribution network 3.
【0024】また、B配水場配水ポンプ制御部45は、
分担計画補正部43により決定されたB配水場2の配水
流量目標値15に基づいて、制御周期毎にB配水場2の
配水ポンプP1を制御し、当該配水流量目標値15にあ
った流体量を配水管網3に対して供給するものである。Further, the water distribution pump control unit 45 of the B distribution station
The distribution pump P1 of the B distribution plant 2 is controlled for each control cycle based on the distribution flow target value 15 of the B distribution plant 2 determined by the sharing plan correction unit 43, and the amount of fluid corresponding to the distribution flow target value 15 is Is supplied to the distribution network 3.
【0025】ここで、ポンプ起動流量12は、A配水場
1の一制御周期前のA配水場配水流量実績値10がポン
プ起動流量12を超えていたら、現在運転しようとして
いる制御周期のB配水場配水流量目標値15が、一制御
周期前のB配水場2の配水ポンプ運転台数に1台追加起
動した場合の配水できる流量となるように設定されるも
のである。Here, if the actual value 10 of the distribution flow rate of the A distribution station before one control cycle of the A distribution plant 1 exceeds the pump activation flow rate 12, the pump start flow rate 12 will be the B distribution of the control cycle currently being operated. The target water distribution flow rate target value 15 is set so as to be the flow rate at which water can be distributed when one additional water distribution pump is operated to the number of operating water distribution pumps in the B water distribution station 2 one control cycle before.
【0026】また、ポンプ停止流量13は、A配水場1
の一制御周期前のA配水場配水流量実積値10がポンプ
停止流量13を下回っていたら、現在運転しようとして
いる制御周期のB配水場配水流量目標値15が、一制御
周期前のB配水場2の配水ポンプ運転台数から1台停止
した場合の配水できる流量となるように設定されるもの
である。次に、以上のように構成した本実施例の配水場
間の配水流量分担制御装置4の作用について説明する。Also, the pump stop flow rate 13 is determined by
If the actual value 10 of the distribution flow rate at the water distribution station A before the control cycle is less than the pump stop flow 13, the target value 15 of the distribution flow rate at the water distribution station B in the control cycle to be currently operated is changed to the water distribution value B before the control cycle. It is set so that the flow rate at which water can be distributed when one of the water distribution pumps is stopped from the number of operating water distribution pumps at the station 2 is set. Next, the operation of the distribution flow rate sharing control device 4 between the water distribution stations of the present embodiment configured as described above will be described.
【0027】図1において、まず、需要予測部41で
は、配水流量を左右する天候,降水確率等の気象データ
の予報値5に基づいて、配水管網3に対して配水しなけ
ればならない配水流量の需要予測値6が予測される。In FIG. 1, first, a demand forecasting section 41 has to distribute water to the water distribution network 3 based on a forecast value 5 of weather data, such as weather and precipitation probability, which influences the water flow. Is predicted.
【0028】次に、配水分担計画部42では、需要予測
部41で予測された需要予測値6と、あらかじめ設定さ
れた分担比7とを用いて、A配水場分担計画値8とB配
水場分担計画値9とが決定される。この場合、分担比7
は、A配水場分担計画値8の合計とB配水場分担計画値
9の合計との比率として設定され、取水源等の各配水場
1,2の設備の容量比率に応じて設定される。Next, the water distribution plan planning unit 42 uses the demand forecast value 6 predicted by the demand prediction unit 41 and the preset distribution ratio 7 to calculate the distribution plan A distribution plan value 8 and the distribution plan B for water distribution station B. A sharing plan value 9 is determined. In this case, the sharing ratio is 7
Is set as the ratio of the total of the distribution plan sharing values 8 for the A distribution plant 8 and the total of the planning values 9 for the distribution distribution plant B, and is set according to the capacity ratio of the facilities of each of the distribution plants 1 and 2 such as water intake sources.
【0029】次に、分担計画補正部43では、A配水場
配水流量実績値10がポンプ起動流量12を超えて、A
配水場1に配水分担割合が片寄るようであれば、B配水
場2の配水ポンプP1を1台追加起動し、B配水場分担
計画値9とA配水場分担計画値8を補正し、B配水場配
位流量目標値15とA配水場配水流量目標値14とが決
定される。Next, in the sharing plan correction unit 43, the actual value 10 of the distribution flow rate of the water distribution station A exceeds the flow rate 12 of the pump start,
If the distribution ratio of water distribution is biased toward the distribution plant 1, one additional water distribution pump P1 of the distribution plant B 2 is started and the distribution plan value 9 of the distribution plant B and the distribution plan value 8 of the distribution plant A 8 are corrected. The target water distribution flow target value 15 and the target water distribution flow target water distribution value A 14 are determined.
【0030】また、分担計画補正部43では、A配水場
配水流量実績値10がポンプ停止流量13を下回って、
B配水場2に配水分担割合が片寄るようであれば、B配
水場2の配水ポンプP1を1台停止し、B配水場分担計
画値9とA配水場分担値8を補正し、B配水場配水流量
目標値15とA配水場配水流量目標値14とが決定され
る。Further, in the sharing plan correction unit 43, the actual value 10 of the distribution flow rate at the water distribution station A falls below the pump stop flow rate 13,
If the water distribution share is biased toward the B distribution station 2, one water distribution pump P1 of the B distribution station 2 is stopped, and the B distribution plan sharing value 9 and the A distribution plant sharing value 8 are corrected. The target water supply flow rate 15 and the target water supply flow rate A distribution station 14 are determined.
【0031】一方、分担計画補正部43では、A配水場
配水流量実績値10がポンプ起動流量12とポンプ停止
流量13との間にあれば、一制御周期前の配水ポンプの
運転を継続するために、一制御周期前の配水ポンプの台
数で配水できる流量が、A配水場配水流量目標値14と
B配水場配水流量目標値15として決定される。On the other hand, if the actual value 10 of the distribution flow rate at the water distribution station A is between the pump start flow rate 12 and the pump stop flow rate 13, the sharing plan correction unit 43 continues the operation of the water distribution pump one control cycle before. In addition, the flow rate that can be distributed by the number of water distribution pumps one control cycle before is determined as the target value 14 for the distribution flow rate at the water distribution station A and the target value 15 for the distribution flow rate at the water distribution station B.
【0032】しかし、現在の制御周期までに、A配水場
配水流量実績値10がポンプ起動流量12とポンプ停止
流量13との間にあれば、A配水場配水分担計画値8と
B配水場分担計画値9が、そのままA配水場配水流量目
標値14とB配水場配水流量目標値15として決定され
る。However, if, by the present control cycle, the actual value 10 of the distribution flow rate at the A water distribution station is between the pump start flow rate 12 and the pump stop flow rate 13, the planned distribution value 8 of the water distribution area of the A water distribution station and the distribution value of the water distribution area B will be shared. The planned value 9 is determined as it is as the water distribution target value 14 for the A distribution station and the distribution flow target value 15 for the B distribution plant.
【0033】図2および図3は、上記分担計画補正部4
3における制御周期毎のA配水場配水流量目標値14と
B配水場配水流量目標値15の決定方法の一例を示すフ
ローチャート図である。図2および図3において、ま
ず、ステップST1では、現在の制御周期のA配水場分
担計画値とB配水場分担計画値が読み込まれる。FIGS. 2 and 3 show the allocation plan correction unit 4.
FIG. 3 is a flowchart illustrating an example of a method of determining a target water supply flow rate A and a target water supply flow rate B for each control cycle in FIG. 2 and 3, first, in step ST1, the A distribution plant sharing plan value and the B distribution plant sharing planning value of the current control cycle are read.
【0034】次に、ステップST2で、一制御周期前の
A配水場配水流量実績値10がポンプ起動流量12を超
えていたら、ステップST3へ移行する。ステップST
3では、一制御周期前のB配水場2のポンプ運転台数に
1台追加起動した場合の配水できる流量が、B配水場配
水流量目標値15とされる。Next, in step ST2, if the actual value 10 of the water distribution flow rate at the water distribution station A before the control cycle exceeds the pump starting flow rate 12, the process proceeds to step ST3. Step ST
In 3, the flow rate at which water can be distributed when one pump is additionally activated to the number of pumps operated in the B water distribution station 2 one control cycle before is set as the B water distribution water distribution flow target value 15.
【0035】次に、ステップST2で、一制御周期前の
A配水場配水流量実績値10がポンプ起動流量12を超
えていなければ、ステップST4へ移行する。ステップ
ST4では、一制御周期前のA配水場配水流量実績値1
0がポンプ停止流量13を下回っていたら、ステップS
T5へ移行する。ステップST5では、一制御周期前の
B配水場2のポンプ運転台数から1台停止した場合の配
水できる流量が、B配水場配水流量目標値15とされ
る。Next, in step ST2, if the actual value 10 of the water distribution flow rate at the water distribution station A before the control cycle does not exceed the pump starting flow rate 12, the process proceeds to step ST4. In step ST4, the water distribution flow actual value 1 of the water distribution station A before one control cycle
If 0 is lower than the pump stop flow rate 13, step S
Move to T5. In step ST5, the flow rate at which water can be distributed when one pump is stopped from the number of pumps operating in the B water distribution station 2 one control cycle before is set as the water distribution flow target value 15 for the B water distribution station.
【0036】次に、ステップST4で、一制御周期前の
A配水場配水流量実績値10がポンプ停止流量13を下
回っていなければ、ステップST6へ移行する。ステッ
プST6では、一制御周期前のA配水場配水流量実績値
10がポンプ起動流量12とポンプ停止流量13との間
にあれば、ステップST7へ移行する。ステップST7
では、一制御周期前のB配水場2のポンプ運転台数と同
じ台数とした場合の配水できる流量が、B配水場配水流
量目標値15とされる。Next, in step ST4, if the actual value 10 of the distribution flow rate at the water distribution station A before the control cycle is not lower than the pump stop flow rate 13, the process proceeds to step ST6. In step ST6, if the actual value 10 of the water distribution flow rate at the water distribution station A before the control cycle is between the pump start flow rate 12 and the pump stop flow rate 13, the process proceeds to step ST7. Step ST7
In this case, the flow rate at which water can be distributed when the number of pumps is the same as the number of pumps operated in the B water distribution station 2 one control cycle before is set as the water distribution flow target value 15 for the B water distribution plant.
【0037】次に、ステップST6で、一制御周期前の
A配水場配水流量実績値10がポンプ起動流量12とポ
ンプ停止流量13との間になければ、ステップST8へ
移行する。ステップST8では、現在の制御周期まで
に、ステップST2またはステップST4の処理におい
てB配水場配水流量目標値15が計算されていなけれ
ば、ステップST9へ移行する。ステップST9では、
B配水場分担計画値9がそのままB配水場配水流量目標
値15とされる。Next, in step ST6, if the actual value 10 of the distribution flow rate at the water distribution station A before the control cycle is not between the pump start flow rate 12 and the pump stop flow rate 13, the process proceeds to step ST8. In step ST8, if the target water supply flow rate B of the B distribution station 15 has not been calculated in the processing of step ST2 or step ST4 by the current control cycle, the process proceeds to step ST9. In step ST9,
The B distribution station sharing plan value 9 is directly used as the B distribution plant distribution flow target value 15.
【0038】次に、ステップST8で、現在の制御周期
までに、ステップST2またはステップST4の処理に
おいてB配水場配水流量目標値15が計算されていれ
ば、ステップST10へ移行する。ステップST10で
は、需要予測値6からB配水場配水流量目標値15を差
し引いたものが、A配水場配水流量目標値14とされ
る。Next, in step ST8, if the target water supply flow rate B of the water distribution station B has been calculated in the processing of step ST2 or step ST4 by the current control cycle, the process proceeds to step ST10. In step ST10, a value obtained by subtracting the target water supply flow rate B 15 from the predicted demand value 6 is set as the target water supply flow rate A 14.
【0039】すなわち、分担計画補正部43では、A配
水場配水実績値10がポンプ起動流量12を超えて、A
配水場7に配水分担割合が片寄るようであれば、B配水
場2の配水ポンプを1台追加起動し、B配水場分担計画
値9とA配水場分担計画値8を補正し、B配水場配水流
量目標値15とA配水場配水流量目標値14とが決定さ
れる。That is, in the allotment plan correction unit 43, the water distribution actual value 10 of the water distribution station A exceeds the pump starting flow rate 12
If the water distribution ratio is biased toward the water distribution plant 7, one additional water distribution pump of the water distribution plant B 2 is started, and the planned distribution value 9 of the distribution plant B and the distribution plan 8 of the distribution plant A are corrected. The target water supply flow rate 15 and the target water supply flow rate A distribution station 14 are determined.
【0040】また、分担計画補正部43では、A配水場
配水流量実績値10がポンプ停止流量13を下回って、
B配水場8に配水分担割合が片寄るようであれば、B配
水場8の配水ポンプを1台停止し、Bは配水場分担計画
値9とA配水場分担計画値8を補正し、B配水場配水流
量目標値15とA配水場配水流量目標値14とが決定さ
れる。Further, in the sharing plan correction section 43, the actual value 10 of the distribution flow rate of the water distribution station A falls below the flow rate 13 of the pump stop,
If the water distribution ratio is biased toward the B distribution station 8, one of the distribution pumps of the B distribution plant 8 is stopped, and B corrects the distribution plan distribution value 9 and the distribution distribution plan value 8 for the A distribution plant, and B distributes the water distribution plan. The distribution water flow target value 15 and the distribution water distribution flow target value A are determined.
【0041】さらに、分担計画補正部43では、A配水
場配水流量実績値10がポンプ起動流量12とポンプ停
止流量13との間にあれば、一制御周期前の配水ポンプ
の運転を継続するために、一制御周期前の配水ポンプの
台数で配水できる流量がA配水場水流量目標値14とB
配水場配水流量目標値15として決定される。Furthermore, if the actual distribution water distribution value 10 of the A water distribution station is between the pump start flow 12 and the pump stop flow 13, the division plan correction unit 43 continues the operation of the water distribution pump one control cycle before. In addition, the flow rate that can be distributed by the number of water distribution pumps before one control cycle is equal to the water distribution target water flow target value A 14 and B
It is determined as the target value 15 of the water distribution flow rate.
【0042】しかし、現在の制御周期までに、A配水場
配水流量実績値10がポンプ起動流量12とポンプ停止
流量13の間にあれば、A配水場配水分担計画値8とB
配水場分担計画値9が、そのままA配水場配水流量目標
値14とB配水場配水流量目標値15として決定され
る。However, by the present control cycle, if the actual value 10 of the distribution flow rate at the water distribution station A is between the flow rate 12 at which the pump is started and the flow rate 13 at which the pump is stopped, the planned distribution values 8 of the water distribution area at the water distribution station A and B
The distribution plant sharing plan value 9 is determined as it is as the A distribution plant distribution flow target value 14 and the B distribution plant distribution flow target value 15.
【0043】次に、A配水場配水ポンプ制御部44で
は、上記分担計画補正部43で決定されたA配水場配水
流量目標値14を使用して、A配水場1の配水ポンプP
1が制御される。また、これと同時に、B配水場配水ポ
ンプ制御部45では、分担計画補正部43で決定さたB
配水場配水流量目標値15を使用してB配水場2の配水
ポンプP1が制御される。Next, the water distribution pump control unit 44 of the A distribution station 1 uses the target value 14 of the distribution flow rate of the water distribution station A determined by the distribution plan correction unit 43.
1 is controlled. At the same time, the B distribution station water distribution pump control unit 45 determines the B
The water distribution pump P1 of the B water distribution station 2 is controlled using the water distribution target flow rate target value 15.
【0044】以上のように、A配水場配水流量実績値1
0の値に応じてA配水場配水流量目標値14とB配水場
配水流量目標値15とが決定されることによって、A配
水場1とB配水場2から配水される分担割合は、各配水
場1,2の配水流量実績値10,11が各配水場1,2
の分担計画値8,9と異なった場合においても、どちら
かの配水場に片寄るようなことがなくなり、A配水場1
とB配水場2の良好な運転が実現できる。As described above, the distribution value actual value 1 of the water distribution station A
By determining the target value 14 for the distribution flow rate of the A distribution station and the target value 15 for the distribution flow rate of the B distribution station according to the value of 0, the distribution ratio of the distribution from the A distribution station 1 and the B distribution station 2 is determined by The actual distribution flow values 10 and 11 at stations 1 and 2 are
Even if it is different from the allocation plan values 8 and 9, the water distribution system will not lean to one of the water distribution stations.
And good operation of the B water distribution plant 2 can be realized.
【0045】また、分担計画補正部43によって決定さ
れたA配水場配水流量目標値14とB配水場配水流量目
標値15が、全制御周期にわたってA配水場分担計画値
8とB配水場分担計画値9と同じになれば、配水分担計
画部42で設定された分担比7に近い配水分担割合とな
る。Further, the target value 14 for the distribution flow rate of the water distribution station A and the target value 15 for the distribution flow rate of the water distribution station B determined by the distribution plan correction unit 43 are combined with the distribution plan value 8 of the water distribution station A and the distribution plan B of the water distribution station over the entire control cycle. If the value becomes equal to 9, the water distribution ratio becomes close to the distribution ratio 7 set by the water distribution plan unit 42.
【0046】次に、上記において、需要予測部41によ
り予測された需要予測値6と、あらかじめ設定された分
担比とに基づいて、配水分担計画部42が各配水場1,
2の配水すべき各配水場分担計値8,9を決定し、需要
実績値が需要予測値6と異なった場合に、分担計画補正
部43が各配水場配水流量目標値14,15を決定する
場合の具体的な例について説明する。需要予測値6に対
して、需要実績値がそれぞれ2制御周期早くなった場
合、2制御周期遅くなった場合について実施した場合の
例を述べる。この時の、分担比7、ポンプ起動流量1
2、ポンプ停止流量13は、それぞれ1.3、2000
[m3 /h]、500[m3 /h]と設定した。Next, in the above, based on the demand forecast value 6 forecasted by the demand forecasting section 41 and the preset sharing ratio, the water distribution sharing plan section 42 executes
The distribution plan share values 8 and 9 to be distributed are determined, and when the actual demand value differs from the predicted demand value 6, the distribution plan correction unit 43 determines the distribution plant distribution flow target values 14 and 15. A specific example will be described. An example will be described in which the actual demand value is two control cycles earlier than the demand forecast value 6, and two control cycles later than the demand forecast value. At this time, the sharing ratio is 7 and the pump startup flow rate is 1
2, pump stop flow 13, respectively 1.3,200 0
[M 3 / h] and 500 [m 3 / h].
【0047】この場合の需要予測値6は、例えば図4の
(a)に示すように予測され、B配水場分担計画値8を
計画した。図4の(b)は、需要実績値が2制御周期早
くなった場合の結果である。また、図4の(c)は、需
要実績値が2制御周期遅くなった場合の結果である。The demand forecast value 6 in this case is forecasted, for example, as shown in FIG. FIG. 4B shows the result when the actual demand value is earlier by two control cycles. FIG. 4C shows the result when the actual demand value is delayed by two control cycles.
【0048】なお、本例では、24制御周期分の運転結
果をそれぞれ示している。また、本例では、図1のB配
水場2は、夜間に需要が少量である場合には、配水ポン
プP1を全台停止してA配水場1のみで運転するように
なっている。In this example, the operation results for 24 control cycles are shown. Further, in this example, when the demand is small at night, the B water distribution plant 2 in FIG. 1 is configured to stop all the water distribution pumps P1 and operate only the A water distribution plant 1.
【0049】図4の(b)において、時刻4でA配水場
配水流量実績値10がポンプ起動流量12を超えたの
で、図4(a)のB配水場分担計画値9よりも2制御周
期早く、B配水場2の配水ポンプP1が起動されてい
る。また、図4の(b)では、需要実績値に対してB配
水場配水流量目標値15が示されているが、A配水場配
水流量目標値14は、需要実績値からB配水場配水流量
目標値15を差し引いた値となる。In FIG. 4 (b), at time 4 the distribution flow rate actual value 10 at the water distribution station A exceeds the pump starting flow rate 12, so that the control period of the water distribution station B in FIG. The water distribution pump P1 of the B water distribution station 2 has been activated soon. Also, in FIG. 4B, the B distribution station distribution flow target value 15 is shown with respect to the actual demand value. This is a value obtained by subtracting the target value 15.
【0050】一方、図4の(c)において、時刻8でA
配水場配水流量実績値10がポンプ起動流量12を超え
たので、図4の(a)のB配水場分担計画値9よりも2
制御周期遅く、B配水場2の配水ポンプP1が起動され
ている。また、図4の(c)では、需要実績値に対して
B配水場配水流量目標値15が示されているが、A配水
場配水流量目標値14は、需要実績値からB配水場配水
流量目標値15を差し引いた値となる。On the other hand, in FIG.
Since the actual value 10 of the distribution flow rate of the water distribution station exceeded the flow rate 12 of the pump activation, it is 2 times larger than the planned value 9 of the distribution area B in FIG.
Later in the control cycle, the water distribution pump P1 of the B water distribution station 2 is activated. Also, in FIG. 4C, the B distribution station distribution flow target value 15 is shown with respect to the actual demand value. This is a value obtained by subtracting the target value 15.
【0051】図4の(b)、および図4の(c)に示す
ように、需要実績値と需要予測値6とが異なる場合に
も、A配水場配水流量実績値10の値に応じてB配水場
分担計画値9が補正され、B配水場配水流量目標値15
を用いて各配水場1,2を運転することによって、配水
分担割合に片寄りのないようにすることができる。As shown in FIG. 4 (b) and FIG. 4 (c), even when the actual demand value and the predicted demand value 6 are different from each other, according to the value of the water distribution flow actual value 10 at the water distribution station A. The B distribution station sharing plan value 9 is corrected, and the B distribution station distribution flow target value 15
By operating each of the water distribution stations 1 and 2 using the method, it is possible to prevent the distribution of water distribution from being uneven.
【0052】以上のように、各配水場1,2の配水ポン
プP1の起動タイミングと停止タイミナグとを表わすポ
ンプ起動流量12とポンプ停止流量13とを使用して、
需要実績値と需要予測値6との違いに応じて各配水場分
担計画値8,9が補正され、各配水場1,2の運転を行
なうことによって、需要実績値と需要予測値6との間に
時刻のずれがあった場合においても、配水分担の片寄り
が発生しないように配水場1,2を制御することができ
る。As described above, the pump start flow rate 12 and the pump stop flow rate 13 indicating the start timing and the stop timing of the water distribution pump P1 in each of the water distribution stations 1 and 2 are used.
According to the difference between the actual demand value and the predicted demand value 6, the distribution plant sharing plan values 8 and 9 are corrected, and by operating each of the distribution plants 1 and 2, the actual demand value and the predicted demand value 6 are compared. Even if there is a time difference between the water distribution stations, the water distribution stations 1 and 2 can be controlled so that the distribution of the water distribution is not offset.
【0053】上述したように、本実施例では、複数台の
配水ポンプP1を備えた2つの配水場1,2から同一の
配水管網3へ浄水を配水する上水道配水システムにおけ
る配水流量の分担を制御する配水流量分担制御装置を、
配水流量を左右する気象データ(天候,降水確率等)の
予報値5に基づいて、配水管網3に対して配水すべき配
水流量の需要予測値6を予測する需要予測部41と、需
要予測部41により予測された配水流量の需要予測値6
と、各配水場1,2の能力に応じた配水流量の分担比率
を表わす分担比7とに基づいて、需要予測値6を分担比
7となるように、各配水場1,2の配水すべきA配水場
分担計画値8とB配水場分担計画値9とを決定する配水
分担計画部42と、配水分担計画部42により決定され
たA配水場分担計画値8とB配水場分担計画値9と、一
方の配水場1(または2)の一制御周期前の配水流量実
績値10(または11)に応じて他方の配水場2(また
は1)の分担計画値9(または8)を補正するためのポ
ンプ起動流量12とポンプ停止流量13とに基づいて、
各配水場1,2の配水すべき(A配水場)配水流量目標
値14と(B配水場)配水流量目標値15とを決定する
分担計画補正部43と、分担計画補正部43により決定
されたA配水場1の配水流量目標値14に基づいて、制
御周期毎にA配水場1の配水ポンプP1を制御し、当該
配水流量目標値14にあった流体量を配水管網3に対し
て供給するA配水場配水ポンプ制御部44と、分担計画
補正部43により決定されたB配水場2の配水流量目標
値15に基づいて、制御周期毎にB配水場2の配水ポン
プP1を制御し、当該配水流量目標値15にあった流体
量を配水管網3に対して供給するB配水場配水ポンプ制
御部45とから構成したものである。As described above, in this embodiment, the distribution of the flow rate in the water distribution system in which the purified water is distributed from the two water distribution stations 1 and 2 provided with a plurality of water distribution pumps P1 to the same water distribution network 3 is shared. The distribution flow rate sharing control device to control
A demand forecasting unit 41 for forecasting a demand forecast value 6 of a distribution flow rate to be distributed to the distribution pipe network 3 based on a forecast value 5 of weather data (weather, precipitation probability, etc.) which influences a distribution flow rate; Demand forecast value 6 of distribution flow rate predicted by unit 41
Based on the distribution ratio 7 representing the distribution ratio of the distribution flow rate according to the capacity of each of the water distribution stations 1 and 2, the demand forecast value 6 is distributed to each of the water distribution stations 1 and 2 so that the distribution ratio 7 is obtained. The water distribution sharing plan unit 42 that determines the A distribution plant sharing plan value 8 and the B distribution plant sharing plan value 9 to be determined, and the A distribution plant sharing plan value 8 and the B distribution plant sharing plan value determined by the water distribution sharing planning unit 42. 9 and the distribution plan value 9 (or 8) of the other water distribution plant 2 (or 1) is corrected according to the distribution water flow actual value 10 (or 11) of one water distribution plant 1 (or 2) one control cycle before. Based on the pump start flow 12 and the pump stop flow 13 for
The distribution plan correction unit 43 and the distribution plan correction unit 43, which determine the distribution flow target value 14 (A distribution plant) and the distribution flow target value 15 (B distribution plant) to which water is to be distributed in the water distribution stations 1 and 2, respectively. The distribution pump P1 of the A distribution plant 1 is controlled for each control cycle based on the distribution water flow target value 14 of the A distribution plant 1, and the amount of fluid meeting the distribution water flow target value 14 is supplied to the distribution network 3. The distribution pump control unit 44 controls the water distribution pump P1 of the B distribution plant 2 for each control cycle, based on the distribution pump control unit 44 for the distribution plant to be supplied and the distribution flow target value 15 of the distribution plant B determined by the sharing plan correction unit 43. And a water distribution pump control unit 45 for supplying water to the water distribution pipe network 3 with a fluid amount that meets the distribution water flow target value 15.
【0054】従って、一方の配水場1または2の配水流
量実績値10または11に応じて、他方の配水場2また
は1の分担計画値9または8を補正して配水ポンプP1
の起動停止を行なうため、各配水場配水流量実績値1
0,11が各配水場分担計画値8,9と異なった場合に
おいても、各配水場1,2から配水管網3に対して配水
される分担割合は、どちらかの配水場に片寄るようなこ
とがなくなり、各配水場1,2の良好な運転を実現する
ことが可能となる。Accordingly, the distribution plan value 9 or 8 of the other water distribution plant 2 or 1 is corrected in accordance with the actual distribution flow value 10 or 11 of one water distribution plant 1 or 2, and the water distribution pump P1
Of the distribution flow rate of each distribution station 1
Even when 0 and 11 are different from the planned distribution points 8 and 9, the distribution ratio of distribution from the distribution stations 1 and 2 to the distribution pipe network 3 is such that the distribution ratio is biased to one of the distribution stations. And water supply stations 1 and 2 can be satisfactorily operated.
【0055】これにより、オペレータの個人差や需要パ
ターンの変化によらずに安定した運転を行ない、従来の
ように各配水場分担計画値8,9をそのまま使用して各
配水場1,2を運転した場合に予想される、2つの配水
場間の配水流量の片寄りによる上水道配水システムの障
害の発生を確実に防止することができる。尚、本発明は
上記実施例に限定されるものではなく、次のようにして
も同様に実施できるものである。In this way, stable operation is performed regardless of individual differences between operators and changes in demand patterns, and the distribution stations 1 and 2 are used as they are by using the distribution plan sharing values 8 and 9 as they are conventionally. It is possible to reliably prevent the occurrence of a failure in the water supply distribution system due to the bias of the distribution flow rate between the two distribution stations, which is expected when the operation is performed. It should be noted that the present invention is not limited to the above-described embodiment, and can be similarly implemented in the following manner.
【0056】図5は、需要実績値の極端に少ない場合の
運転結果の一例を示す図である。このような場合に、図
4の(a)に示すような需要予測値6が予測されても、
需要実績値に応じた配水分担割合によって、各配水場
1,2を安定に運転することが可能である。FIG. 5 is a diagram showing an example of an operation result when the actual demand value is extremely small. In such a case, even if the demand forecast value 6 as shown in FIG.
The water distribution stations 1 and 2 can be operated stably by the water distribution ratio according to the actual demand value.
【0057】また、上記実施例において、配水流量を左
右する気象データ(天候,降水確率等)の予報値5に基
づいて、配水管網3に対して配水すべき配水流量の需要
予測値6を予測する需要予測部41は、本発明に必ずし
も必要不可欠なものではなく、配水流量の需要予測値が
あらかじめ分かっているような場合には、需要予測部4
1を省略することが可能である。Further, in the above embodiment, the demand forecast value 6 of the distribution flow rate to be distributed to the distribution pipe network 3 is determined based on the forecast value 5 of the weather data (weather, precipitation probability, etc.) which influences the distribution flow rate. The demand forecasting unit 41 for forecasting is not necessarily indispensable to the present invention. If the demand forecast value of the distribution flow rate is known in advance, the demand forecasting unit 4
1 can be omitted.
【0058】さらに、上記実施例では、複数台の配水ポ
ンプP1を備えた2つの配水場から同一の配水管網へ浄
水を配水する上水道配水システムに本発明を適用した場
合について説明したが、水に限らず、例えばガス等の他
の流体に対しても、すなわち配給ポンプを備えた2つの
流体配給源から同一の流体需要源へ流体を配給するよう
な全ての配給システムについて、本発明を同様に適用す
ることが可能であることは言うまでもない。Further, in the above-described embodiment, the case where the present invention is applied to a water supply distribution system for distributing purified water from two distribution stations having a plurality of water distribution pumps P1 to the same distribution pipe network has been described. The present invention is not limited thereto, and the present invention can be similarly applied to other fluids such as gas, that is, to all distribution systems in which fluid is distributed from two fluid distribution sources having a distribution pump to the same fluid demand source. It is needless to say that the present invention can be applied to
【0059】[0059]
【発明の効果】以上説明したように本発明によれば、配
給ポンプを備えた2つの流体配給源から流体需要源へ流
体を配給する配給システムにおける配給流量の分担を制
御する配給流量分担制御装置において、前記配給流量の
需要予測値と、前記各流体配給源の能力に応じた配給流
量の分担比率を表すあらかじめ設定された分担比とに基
づいて、前記需要予測値を前記分担比となるように前記
各流体配給源の配給すべき分担計画値を決定する配給分
担計画手段と、前記配給分担計画手段により決定された
各流体配給源の分担計画値に基づいて、前記一方の流体
配給源の配給流量実績値が予め設定されたポンプ起動流
量を超えたときに他方の流体配給源の分担計画値を増加
させるように補正し、前記一方の流体配給源の配給流量
実績値が予め設定されたポンプ停止流量を下回るときに
前記他方の流体配給源の分担計画値を減少させるように
補正して、前記各流体配給源の配給すべき配給流量目標
値を決定する分担計画補正手段と、前記分担計画補正手
段により決定された各流体配給源の配給流量目標値に基
づいて前記各流体配給源の配給ポンプを制御し、当該配
給流量目標値にあった流体量を前記流体需要源に対して
供給する配給ポンプ制御手段と、必要に応じて、配給流
量の変動に関係の深い要素の予報値に基づいて、流体需
要源に対して供給すべき配給流量の需要予測値を予測す
る需要予測手段とを備えて構成するようにしたので、オ
ペレータの個人差や需要パターンの変化によらずに安定
した運転を行ない、2つの流体配給源間の配給流量の片
寄りによる配給システムの障害の発生を防止することが
可能な極めて信頼性の高い流体配給源間の配給流量分担
制御装置が提供できる。As described above, according to the present invention, a distribution flow distribution control device for controlling distribution flow distribution in a distribution system for distributing fluid from two fluid distribution sources having a distribution pump to a fluid demand source. In the above, based on the demand forecast value of the distribution flow rate and a preset sharing ratio representing a sharing ratio of the distribution flow rate according to the capacity of each of the fluid distribution sources, the demand prediction value is set to the sharing ratio. the a distribution allocation planning means for determining a share planned to be delivered in each fluid delivery source, on the basis of the distribution share planned sharing plan values of each fluid delivery source that is determined by means of a fluid delivery source of the one Pump starting flow with actual distribution flow value set in advance
Increase the share of the other fluid distribution source when the volume is exceeded
And the distribution flow rate of the one fluid distribution source.
When the actual value falls below the preset pump stop flow
So as to reduce the sharing plan value of the other fluid distribution source
Correction to the an allocation plan correction means for determining a delivery rate target value to be delivered in each fluid delivery source, each fluid on the basis of the delivery flow target value for each fluid delivery source that is determined by the allocation plan correction unit A distribution pump control means for controlling a distribution pump of a distribution source and supplying a fluid amount corresponding to the distribution flow rate target value to the fluid demand source; and, if necessary, an element deeply related to a variation in the distribution flow rate. And a demand forecasting means for forecasting a demand forecast value of a distribution flow rate to be supplied to the fluid demand source based on the forecast value. A highly reliable distribution flow rate control device between fluid distribution sources that can perform stable operation and prevent occurrence of a failure in the distribution system due to a bias in distribution flow between two fluid distribution sources is provided. so That.
【図1】本発明による配水場間の配水流量分担制御装置
を上水道配水システムに適用した場合の一実施例を示す
全体構成図。FIG. 1 is an overall configuration diagram showing an embodiment in which a distribution flow rate sharing control device between water distribution stations according to the present invention is applied to a water supply distribution system.
【図2】同実施例における分担計画補正部の処理内容を
説明するためのフロー図。FIG. 2 is a flowchart for explaining processing contents of a sharing plan correction unit in the embodiment.
【図3】同実施例における分担計画補正部の処理内容を
説明するためのフロー図。FIG. 3 is a flowchart for explaining processing contents of a sharing plan correction unit in the embodiment.
【図4】同実施例における分担計画値、配水流量目標値
を説明するための図。FIG. 4 is a diagram for explaining a sharing plan value and a distribution water flow target value in the embodiment.
【図5】本発明の他の実施例を示す配水流量目標値のグ
ラフを示す図。FIG. 5 is a graph showing a distribution water flow target value showing another embodiment of the present invention.
【図6】従来の方法によって運転された結果の一例を示
す図。FIG. 6 is a diagram showing an example of a result of driving by a conventional method.
【図7】従来の方法によって運転された結果の一例を示
す図。FIG. 7 is a diagram showing an example of a result of driving by a conventional method.
【図8】従来の方法によって運転された結果の一例を示
す図。FIG. 8 is a diagram showing an example of a result of driving by a conventional method.
1…A配水場、2…B配水場、3…配水管網、4…配水
流量分担制御装置、41…需要予測部、42…配水分担
計画部、43…分担計画補正部、44…A配水場配水ポ
ンプ制御部、45…B配水場配水ポンプ制御部、5…予
報値、6…需要予測値、7…分担比、8…A配水場分担
計画値、9…B配水場分担計画値、10…A配水場配水
流量実績値、11…B配水場配水流量実績値、12…ポ
ンプ起動流量、13…ポンプ停止流量、14…A配水場
配水流量目標値、15…B配水場配水流量目標値、P1
…配水ポンプ、P2…送水ポンプ。DESCRIPTION OF SYMBOLS 1 ... A water distribution station, 2 ... B water distribution station, 3 ... water distribution network, 4 ... distribution flow rate distribution control device, 41 ... demand forecasting part, 42 ... water distribution sharing plan part, 43 ... partition plan correction part, 44 ... A water distribution Distribution pump control section, 45: Distribution pump control section for B distribution station, 5: Forecast value, 6: Demand forecast value, 7: Sharing ratio, 8: A distribution plant sharing plan value, 9: B distribution plant sharing plan value, 10: Actual value of distribution flow rate at A distribution station, 11: Actual value of distribution flow rate at B distribution station, 12: Pump start flow rate, 13: Pump flow rate, 14: Target value of distribution flow rate at A distribution station, 15: Target value of distribution flow rate at B distribution station Value, P1
... water distribution pump, P2 ... water supply pump.
Claims (3)
ら流体需要源へ流体を配給する配給システムにおける配
給流量の分担を制御する配給流量分担制御装置におい
て、 前記配給流量の需要予測値と、前記各流体配給源の能力
に応じた配給流量の分担比率を表すあらかじめ設定され
た分担比とに基づいて、前記需要予測値を前記分担比と
なるように前記各流体配給源の配給すべき分担計画値を
決定する配給分担計画手段と、 前記配給分担計画手段により決定された各流体配給源の
分担計画値に基づいて、前記一方の流体配給源の配給流
量実績値が予め設定されたポンプ起動流量を超えたとき
に他方の流体配給源の分担計画値を増加させるように補
正し、前記一方の流体配給源の配給流量実績値が予め設
定されたポンプ停止流量を下回るときに前記他方の流体
配給源の分担計画値を減少させるように補正して、前記
各流体配給源の配給すべき配給流量目標値を決定する分
担計画補正手段と、 前記分担計画補正手段により決定された各流体配給源の
配給流量目標値に基づいて前記各流体配給源の配給ポン
プを制御し、当該配給流量目標値にあった流体量を前記
流体需要源に対して供給する配給ポンプ制御手段と、 を備えて成ることを特徴とする流体配給源間の配給流量
分担制御装置。1. A distribution flow sharing control device for controlling distribution flow rate distribution in a distribution system for distributing fluid from two fluid distribution sources having a distribution pump to a fluid demand source, comprising: a demand forecast value of the distribution flow rate; Based on a preset distribution ratio representing a distribution ratio of the distribution flow rate according to the capacity of each fluid distribution source, the distribution of each of the fluid distribution sources should be such that the demand forecast value becomes the distribution ratio. Distribution sharing planning means for determining a planned value; and pump activation in which the distribution flow actual value of the one fluid distribution source is set in advance based on the sharing planning value of each fluid distribution source determined by the distribution sharing planning means. When the flow rate is exceeded
To increase the share plan value of the other fluid distribution source.
Correct the delivery flow actual value of the one fluid distribution source beforehand.
When the flow rate of the other pump falls below the set pump stop flow rate,
A sharing plan correction unit that corrects the distribution plan value of the distribution source to decrease to determine a distribution flow target value to be distributed by each of the fluid distribution sources; and a fluid distribution source determined by the sharing plan correction unit. Distribution pump control means for controlling a distribution pump of each of the fluid distribution sources based on the distribution flow target value of the above, and supplying a fluid amount meeting the distribution flow target value to the fluid demand source. A distribution flow sharing control device between fluid distribution sources.
量分担制御装置において、配給流量の変動に関係の深い
要素の予報値に基づいて、前記流体需要源に対して供給
すべき配給流量の需要予測値を予測する需要予測手段を
付加して成ることを特徴とする流体配給源間の配給流量
分担制御装置。2. The distribution flow control device according to claim 1, wherein the distribution to be supplied to the fluid demand source is based on a predicted value of an element closely related to the fluctuation of the distribution flow rate. A distribution flow sharing control device between fluid distribution sources, characterized by adding a demand prediction means for predicting a flow demand prediction value.
方の流体配給源の配給流量実績値がポンプ起動流量とポ
ンプ停止流量との間にある場合には、前記各分担計画値
を各流体配給源の配給すべき配給流量目標値として決定
し、また前記一方の流体配給源の配給流量実績値がポン
プ起動流量とポンプ停止流量との間から逸脱している場
合には、前記一方の流体配給源の配給流量実績値がポン
プ起動流量を超えれば、前記他方の流体配給源の配給ポ
ンプ1台の配給できる流量を1制御周期前の他方の流体
配給源の配給流量目標値に加えた値を現制御周期の他方
の流体配給源の配給流量目標値として決定し、前記一方
の流体配給源の配給流量実績値がポンプ停止流量を下回
れば、前記他方の流体配給源の配水ポンプ1台の配給で
きる流量を1制御周期前の他方の流体配給源の配給流量
目標値から減じた値を現制御周期の他方の流体配給源の
配給流量目標値として決定するようにしたことを特徴と
する請求項1または2に記載の流体配給源間の配給流量
分担制御装置。3. The method according to claim 1, wherein the distribution plan correction means is configured to, when the actual distribution flow value of the one fluid distribution source is between the pump start flow rate and the pump stop flow rate, distribute the respective share plan values to the respective fluid distribution sources. If the actual value of the flow rate of the one fluid supply source deviates from between the pump start flow rate and the pump stop flow rate, the one fluid supply rate is determined. If the actual distribution flow rate value of the source exceeds the pump starting flow rate, a value obtained by adding the flow rate that can be distributed by one distribution pump of the other fluid distribution source to the distribution flow target value of the other fluid distribution source one control cycle ago. The distribution flow target value of the other fluid distribution source in the current control cycle is determined, and if the actual distribution flow value of the one fluid distribution source is lower than the pump stop flow, the distribution of one water distribution pump of the other fluid distribution source is performed. Allowable flow rate for one control cycle 3. The delivery flow target value of the other fluid supply source in the current control cycle, the value subtracted from the delivery flow target value of the other fluid supply source before the period is determined. Control device for distribution flow rate between fluid distribution sources.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29262791A JP2933430B2 (en) | 1991-11-08 | 1991-11-08 | Distribution flow sharing control device between fluid distribution sources |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29262791A JP2933430B2 (en) | 1991-11-08 | 1991-11-08 | Distribution flow sharing control device between fluid distribution sources |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05133345A JPH05133345A (en) | 1993-05-28 |
| JP2933430B2 true JP2933430B2 (en) | 1999-08-16 |
Family
ID=17784251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP29262791A Expired - Lifetime JP2933430B2 (en) | 1991-11-08 | 1991-11-08 | Distribution flow sharing control device between fluid distribution sources |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2933430B2 (en) |
-
1991
- 1991-11-08 JP JP29262791A patent/JP2933430B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05133345A (en) | 1993-05-28 |
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