JP2765021B2 - Water distribution control method - Google Patents

Water distribution control method

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Publication number
JP2765021B2
JP2765021B2 JP7116489A JP7116489A JP2765021B2 JP 2765021 B2 JP2765021 B2 JP 2765021B2 JP 7116489 A JP7116489 A JP 7116489A JP 7116489 A JP7116489 A JP 7116489A JP 2765021 B2 JP2765021 B2 JP 2765021B2
Authority
JP
Japan
Prior art keywords
water
pressure
flow rate
pump
water 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.)
Expired - Lifetime
Application number
JP7116489A
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Japanese (ja)
Other versions
JPH02249010A (en
Inventor
久美子 今井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Meidensha Corp
Original Assignee
Meidensha Corp
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Filing date
Publication date
Application filed by Meidensha Corp filed Critical Meidensha Corp
Priority to JP7116489A priority Critical patent/JP2765021B2/en
Publication of JPH02249010A publication Critical patent/JPH02249010A/en
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Description

【発明の詳細な説明】 A.産業上の利用分野 本発明は、上水を配水するに当たり配水池よりの自然
流下水と浄水場よりのポンプ圧送水を合流し合流点圧力
を適切に保ちつつ配水する配水制御方法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION A. Industrial Field of the Invention The present invention combines natural drainage from a reservoir and pumping water from a water purification plant to distribute tap water and maintain appropriate junction pressure. The present invention relates to a water distribution control method for water distribution.

B.発明の概要 本発明は自然流下水とポンプ圧送水を合流させ上水を
供給する配水制御システムにおいて、供給配水量が基本
配水量以上の場合には基本配水量については自然流下水
によるものとし、流量設定値による電動制御弁の流量一
定制御で確保し、基本配水量をこえる変動分については
配水ポンプの台数制御と可変速制御による推定末端圧力
一定制御で確保し、供給配水量が基本水量未満の場合に
は自然流下水のみによるものとし、合流点圧力の上昇分
に応じて補正された流量設定値による流量制御で確保す
るので供給配水量に応じた適切な圧力により配水が行わ
れ配水量の変動に速やかに応答し微調整も可能である配
水制御方法である。
B. Summary of the Invention The present invention relates to a water distribution control system that supplies natural water by merging natural flowing water and pump pressure water, and when the supplied water distribution amount is equal to or greater than the basic water distribution amount, the basic water distribution amount is based on the natural flowing water. The constant flow rate control of the electric control valve based on the flow rate set value is ensured, and fluctuations exceeding the basic water distribution amount are secured by controlling the number of water distribution pumps and constant control of the estimated end pressure by variable speed control. If the flow rate is less than the water flow rate, the flow is controlled only by natural drainage water.The flow rate is controlled by the flow rate set value corrected according to the rise of the junction pressure. This is a water distribution control method that can respond quickly to fluctuations in water distribution and can be fine-tuned.

C.従来の技術 一般的な上水の配水方法としては、配水池からの自然
流下水を用いる方法や浄水場からのポンプ圧送水を用い
る方法がある。
C. Prior Art As a general water distribution method, there are a method using natural drainage water from a distribution reservoir and a method using pump water supply from a water purification plant.

電気料金が少なくてすむ点からは、配水池からの自然
流下水をベース分として使用したいが、その流量調節は
電動弁開閉により行うため使用水量の急変には対応がで
きない。
From the point that electricity rates are low, we want to use natural sewage from distribution reservoirs as a base, but we cannot respond to sudden changes in the amount of water used because the flow rate is adjusted by opening and closing electric valves.

一方、ポンプ圧送水は電気料金がかかり水単価が高い
が、ポンプ制御に可変速制御を使用すれば、前記の電動
弁開閉による流量制御にくらべ使用水量の変化に対する
応答性がすぐれている。
On the other hand, the pump pressure water supply requires an electric charge and a high water unit price. However, if the variable speed control is used for the pump control, the responsiveness to a change in the amount of water used is better than that of the flow rate control by opening and closing the electric valve.

依って、上水道配水システムとして、第4図に示され
るように、電動制御弁VAを介して送水される配水池WA
らの自然流下水と、浄水場WBから配水ポンプP11,…,P1n
により弁V11,…,V1nを介して送水されるポンプ圧送水と
を、所定の地点Nにおいて合流させて市内配管網NETへ
配水する例が地方都市では比較的多く採用されている。
Depending, as a water supply distribution system, as shown in FIG. 4, and the natural flow sewage from distributing reservoir W A being water via the electric control valve V A, purification plants W distribution from B pump P 11, ... , P 1n
The valve V 11, by ..., and pumping water to be water via the V 1n, example of water distribution by merge at a predetermined point N to the city pipe network NET is employed relatively large in local cities.

D.発明が解決しようとする課題 このような配水システムにおいて、1日の自然流下水
の総水量とポンプ圧送分の総水量を、予め設定して配水
する方法をとると、1日の各時間帯における使用水量が
常に一定ではないので、負荷変動に応じて常に最適圧を
維持し且つ適量の配水を行うことは難しい。
D. Problems to be Solved by the Invention In such a water distribution system, if the total amount of natural sewage and the total amount of water for pumping are set in advance and the method of distributing water is taken in advance, each time of the day Since the amount of water used in the zone is not always constant, it is difficult to always maintain an optimum pressure and distribute an appropriate amount of water in accordance with a load change.

また、配水池WAからの自然流下水を一定流量確保し、
残りを浄水場WBからのポンプ圧送で補う方法をとると、
使用水量の変動例えば使用水量が前記一定流量(基本配
水量)以下に減少した場合には電動制御弁VAの2次圧力
(N点圧力PN)が必要以上に上昇してしまう。
In addition, the natural flow sewage from distributing reservoir W A constant flow rate ensure,
If you take the method of supplementing the rest with pumping from the water purification plant W B ,
Fluctuations in the amount of water used, for example, when the amount of water used falls below the fixed flow rate (basic water distribution amount), the secondary pressure (N-point pressure P N ) of the electric control valve VA rises more than necessary.

本発明は、以上のような欠点に鑑みなされたもので、
供給配水量が基本配水量以下の場合には、自然流下水の
流量制御によるものとし、基本配水量以上の変動分につ
いてはポンプ圧送水による推定末端圧力一定制御による
ものとし供給配水量の変動に応じて常に適切な合流点圧
力を保ちつつ配水する配水制御方法を提供することを目
的とする。
The present invention has been made in view of the above disadvantages,
If the supply water supply is less than the basic water supply, the flow rate of the natural drainage water shall be controlled, and the fluctuation more than the basic water supply shall be based on the constant control of the estimated end pressure by pump pressure water supply. It is an object of the present invention to provide a water distribution control method for distributing water while always maintaining an appropriate junction pressure according to the conditions.

E.課題を解決するための手段 自然流下水量をベースとし、ポンプ圧送水を合流させ
て供給を行う配水制御システムにおいて、自然流下水路
に流量検出する流量計と流量を制御する電動制御弁を設
け、一方浄水場よりの流路に流水を圧送する可変速制御
および台数制御される複数の配水ポンプとポンプ吐出流
量を検出する流量計を設け、合流点圧力が基本配水量に
対する適正圧力(補正開始圧力)より低い場合には予め
設定された流量設定値を、合流点圧力が適正圧力より高
い場合には変動圧力分に応じた低減流量を設定値として
出力する流量設定補正部と、前記流量設定補正部の設定
出力と自然流下水の流量との偏差に基づく操作指令によ
り自然流下水の流量を制御する前記電動制御弁を駆動す
る流量制御部と、合流点圧力が適正圧力より低い場合
に、合流点圧力とポンプ吐出流量を入力し、配水ポンプ
の台数制御およびポンプ吐出流量に基づく設定圧力と合
流点圧力との偏差により配水ポンプを可変速制御し推定
末端圧力一定制御を行う圧力制御部とより成る配水制御
装置とを以て配水システムを構成する。
E. Means for Solving the Problems In a water distribution control system that combines and supplies pump pressure water based on the amount of natural sewage, a flow meter that detects the flow rate in the natural sewage channel and an electric control valve that controls the flow rate are provided. On the other hand, a variable speed control that pumps flowing water into the flow path from the water purification plant, a plurality of water distribution pumps that are controlled in number, and a flow meter that detects the pump discharge flow rate are provided. A flow rate setting correction unit that outputs a preset flow rate set value when the flow rate is lower than the pressure, and a reduced flow rate corresponding to the fluctuating pressure as a set value when the junction pressure is higher than an appropriate pressure; A flow control unit that drives the electric control valve that controls the flow rate of the natural sewage by an operation command based on a deviation between the set output of the correction unit and the flow rate of the natural sewage; and a junction pressure lower than the appropriate pressure. In this case, the pressure at which the junction pressure and the pump discharge flow rate are input, the number of water distribution pumps is controlled, and the water distribution pump is controlled at a variable speed based on the deviation between the set pressure and the junction pressure based on the pump discharge flow rate to perform constant control of the estimated end pressure. A water distribution system is configured by the water distribution control device including the control unit.

F.作用 供給配水量が基本配水量以上の場合には、基本配水量
については自然流下水を、設定流量に基づく電動制御弁
による流量一定制御で確保し、基本配水量をこえる変動
水量についてはポンプ圧送水を、ポンプ吐出流量による
ポンプ台数制御およびポンプ吐出流量に基づく設定圧力
と合流点圧力との偏差による配水ポンプの可変速制御と
による推定末端圧力一定制御にて確保し、供給水量が基
本配水量未満の場合には前記配水ポンプを停止し合流点
適正圧力をこえる圧力変動分に応じて補正した設定流量
に基づく電動制御弁に対する自然流下水の流量制御を行
い、合流点圧力を配水流量に応じて適正に保ち配水を行
う。
F. Action When the supply water supply is equal to or greater than the basic water supply, the natural water supply is secured for the basic water supply by constant flow control using an electric control valve based on the set flow, and for the variable water supply that exceeds the basic water supply, The pump pressure water supply is ensured by controlling the number of pumps based on the pump discharge flow rate, and by controlling the estimated terminal pressure to be constant with the variable speed control of the water distribution pump based on the deviation between the set pressure and the junction pressure based on the pump discharge flow rate. In the case of less than the water distribution amount, the water distribution pump is stopped, the flow rate of the natural drainage water for the electric control valve is controlled based on the set flow rate corrected in accordance with the pressure fluctuation exceeding the appropriate pressure at the junction, and the junction pressure is adjusted to the distribution flow rate. Water distribution is maintained properly according to the requirements.

G.実施例 次に本発明の一実施例を第1図配水制御システムのブ
ロック図に基づいて説明する。同図の記号で第4図と同
じ記号のものは第4図と同一機能または相当部分を示
す。第1図において、QA,QBは流量計であり、QAは自然
流下水の流量を検出しQBは配水ポンプの吐出流量を検出
するものである。またEQは流量変換器、EPは圧力変換器
である。配水制御装置DCは流量設定補正部AQSと流量制
御部LCと圧力制御部PCより成る。
G. Embodiment Next, an embodiment of the present invention will be described based on the block diagram of the water distribution control system in FIG. The same symbols in FIG. 4 as those in FIG. 4 indicate the same functions or corresponding parts as in FIG. In Figure 1, Q A, Q B is the flow meter, Q A detects the flow rate of the natural flow sewage Q B is for detecting the discharge flow rate of the water distribution pumps. The E Q is the flow rate converter, E P is a pressure transducer. The water distribution control device DC includes a flow rate setting correction unit AQS, a flow rate control unit LC, and a pressure control unit PC.

流量設定補正部AQSは、自然流下水の設定流量QSを合
流点圧力PNの値に応じて補正を行うものである。即ち、
前記流量設定補正部AQS内の特性グラフに示されるよう
に補正を開始する合流点圧力をP1、合流点圧力の最高値
をP2とし、合流点圧力PNが前記補正開始圧力P1以下の場
合は設定流量QSを一定に保ち、合流点圧力PNが前記適正
圧力P1以上になった場合には合流点圧力P1における設定
流量QS値と合流点圧力最高値P2における設定流量零点と
を結ぶ補正直線に従って設定流量QSを減少させる降下特
性に応じて補正を行うものである。
Flow rate setting correction unit AQS is configured to perform the correction in accordance with the value of the merging point pressure P N of the set flow rate Q S in the natural flow sewage. That is,
As shown in the characteristic graph in the flow rate setting correction unit AQS, the junction pressure at which correction is started is P 1 , the maximum value of the junction pressure is P 2 , and the junction pressure PN is equal to or less than the correction start pressure P 1 in the case of setting the flow rate Q S is kept constant, the confluence point pressure P N is set at the confluence point pressure P 1 when it becomes the proper pressure P 1 or more flow Q S value confluence pressure maximum value P 2 depending on the drop characteristics to reduce the set flow rate Q S in accordance with the correction line connecting the set flow rate zero point is intended to correct.

流量制御部LCについては、C1は比較器であり、前記設
定流量QSと自然流下水の流量Q1との偏差ΔQを算出す
る。C2は調節計であり、前記偏差ΔQを入力し電動制御
弁VAの操作指令を送出する。C3はサーボ駆動回路で、前
記制御指令と電動制御弁開度信号とに基づき電動制御弁
への駆動出力を送出して弁開度を位置決めする。
The flow control unit LC, C 1 is a comparator, and calculates the difference ΔQ between the flow rate to Q 1 natural flow sewage and the set flow rate Q S. C 2 is the controllers, input the deviation ΔQ sends an operation command of the electric control valve V A. C 3 is a servo drive circuit to position the valve opening by sending a drive output to the control command and an electric control valve electric control valve based on the opening signal.

圧力制御部PCは推定末端圧力一定制御を行うもので、
流量増加に伴う管路損失水頭を推定算出し、この損失水
頭を補正するよう配水圧力を可変制御し、末端圧力一定
になるよう制御する。即ち第2図のように構成され、ポ
ンプ吐出流量Q2および合流点圧力(末端圧力)PNを入力
し、PN>P1−αにてポンプ始動,PN>P1 and Q2<q2にて
ポンプ停止とし(q2:ポンプ最小流量)、流量Q2に応じ
てポンプP11…,…,P1nの台数制御を行うと共に、関数
発生器において流量Q2に対応して整定される推定末端圧
力と合流点圧力PNとの偏差に基づきポンプ速度制御(回
転数制御)を行うものである。
The pressure control unit PC performs constant control of the estimated end pressure.
Estimate and calculate the pipeline head loss due to the increase in flow rate, variably control the distribution pressure to correct this head loss, and control so that the terminal pressure is constant. That is configured as the second view, enter the pump discharge flow rate Q 2 and merging point pressure (end pressure) P N, the pump starting at P N> P 1 -α, P N> P 1 and Q 2 < at q 2 and the pump stops (q 2: minimum pump flow rate), the pump P 11 according to the flow rate Q 2 ..., ..., performs controlling the number of P 1n, in response to the flow rate Q 2 at the function generator settling and performs pump speed control (speed control) based on the deviation between the presumed terminal pressure and merging point pressure P N to be.

次に、この実施例の動作を説明する。先ず第3図に示
す基本配水量以上の配水を行っている場合の配水制御を
説明する。合流点Nにおける圧力PSが設定流量QSに対応
する適正圧力(補正開始圧力)P1未満である時は、予め
設定された流量設定値QSが自然流下水の指標となる。即
ちこの流量設定値QSが、自然流下水路に設けられた流量
計QAで検出された流量を流量変換器EQで変換出力した流
量Q1と比較器C1で比較され、その偏差ΔQが調節計C2
入力され、電動制御弁VAに対する操作指令を算出しサー
ボ駆動回路C3へ送出する。サーボ駆動回路C3は前記操作
指令とフィードバックされる制御弁開度信号とに基づき
電動制御弁VAへ駆動出力が送られ開度の位置決めを行
う。
Next, the operation of this embodiment will be described. First, a description will be given of water distribution control in the case where the water distribution is performed at the basic water distribution amount shown in FIG. When the pressure P S in converging N is set flow rate Q S in the corresponding appropriate pressure (correction start pressure) less than P 1, a predetermined flow setpoint Q S is indicative of the natural flow sewage. That this flow setpoint Q S is compared in a comparator C 1 and the flow rate Q 1 obtained by converting output detected by the provided natural flow waterway flowmeter Q A flow at a flow rate converter E Q, the deviation ΔQ There is inputted to the controllers C 2, and sends it to the servo drive circuit C 3 calculates the operation command for the electric control valve V a. Servo drive circuit C 3 is the positioning of the opening drive output to the motor control valve V A is sent on the basis of the control valve opening signal the operation command and feedback.

一方、前記合流点圧力PNと配水ポンプ圧送水流量Q2
を入力した推定末端圧力一定制御を行う圧力制御部PCは
前記したように流量Q2に応じて配水ポンプの台数選択を
行い配水ポンプP11,…,P1nへ始動・停止指令を与えると
共に、前記流量Q2に対応した整定圧力を発生し前記合流
点圧力PNとの偏差に基づき運転中の配水ポンプの可変速
制御を行い合流点Nの推定末端圧力一定制御を行い使用
水量の変化に適正に対応する。
On the other hand, the pressure control unit PC for estimating constant end pressure control input of said merging point pressure P N and distribution pumping water flow rate Q 2 is performed the number selection of distribution pumps in accordance with the flow rate Q 2 as described above distribution pump P 11, ..., together with providing a start and stop command to the P 1n, the variable speed control of distribution pumps in operation on the basis of a deviation between the flow rate Q 2 to generate the settling pressure corresponding the merging point pressure P N The estimated end pressure at the confluence point N is controlled so as to appropriately cope with a change in the used water amount.

次に第3図X区間に示す基本配水量以下の配水を行う
場合の配水制御を説明する。配水流量が減少すると合流
点Nの圧力PNが上昇しポンプ回転数に下降指令が出てポ
ンプ吐出流量は減少し、流量qS以下になると、圧力制御
部PCはポンプに停止指令を送りポンプを停止させる。同
時に、流量設定補正部AQSにおいても、設定流量QSが降
下特性をもつ補正曲線に従って補正され補正設定流量
QS′に変わる。既述したようにこの補正設定流量QS′と
自然流下水の流量Q1とが比較器C1で比較され、その偏差
ΔQが調節計C2へ入力され、電動制御弁VAに対する操作
指令が算出されサーボ駆動回路C3へ送られる。サーボ駆
動回路C3は前記制御指令とフィードバックされる電動制
御弁開度信号とに基づき電動制御弁VAへ駆動出力が送ら
れ補正設定流量QS′に応じた弁開度の位置決めが行われ
る。
Next, water distribution control in the case of performing water distribution equal to or less than the basic water distribution amount shown in the X section in FIG. 3 will be described. Pump delivery rate pressure P N is out descent command increases the pump speed of the confluence N and distributed water flow is reduced decreases, and becomes equal to or less than the flow rate q S, the pressure controller PC sends a stop command to the pump pumps To stop. At the same time, also in the flow rate setting correction unit AQS, corrected set flow rate is corrected according to the correction curve set flow rate Q S has a drop characteristics
Change to Q S ′. As described above, the corrected set flow rate Q S ′ and the flow rate of natural sewage water Q 1 are compared by the comparator C 1 , the deviation ΔQ is input to the controller C 2, and an operation command for the electric control valve VA is issued. There is calculated and sent to the servo drive circuit C 3. Positioning of the valve opening corresponding to the control command and the drive output to the motor control valve V A based on the electric control valve opening signal to be fed back is transmitted corrected set flow rate Q S 'is performed servo drive circuit C 3 is .

即ち、使用水量が基本配水量より少ない場合には、浄
水場側の配水ポンプは停止し、推定末端圧力一定制御は
行わず、合流点圧力の上昇変動分に応じて補正流量設定
値による自然流下水の流量制御を行い適正な配水圧力を
保持する。
That is, when the used water amount is smaller than the basic water distribution amount, the water distribution pump on the water treatment plant side is stopped, the constant control of the estimated terminal pressure is not performed, and the natural flow by the corrected flow rate set value according to the rising fluctuation of the junction pressure. Control the flow rate of water and maintain an appropriate water distribution pressure.

H.発明の効果 本発明は、以上の説明のように、自然流下水とポンプ
圧送水を合流し配水するシステムにおいて、基本配水量
については自然流下水を電動制御弁を用い流量一定制御
することで確保し、基本配水量を上回る変動分について
はポンプ吐出流量と合流点圧力に基づくポンプの台数制
御と可変速制御を用いる推定末端圧力一定制御によって
ポンプ圧送水で確保し、基本配水量を下回る配水の場合
には配水ポンプを停止し合流点圧力の上昇分に応じて自
然流下水の設定流量を補正し流量制御する方法であるの
で、常に適正な配水圧力を維持しつつ一定量の自然流下
水を確保し且つ使用水量の変動に速やかに応答し微調整
を可能とする優れた効果を有するものである。
H. Effects of the Invention As described above, the present invention relates to a system in which natural flowing sewage and pump pressure water are combined and distributed, and for a basic water distribution amount, the natural flowing sewage is controlled at a constant flow rate using an electric control valve. Fluctuations exceeding the basic water supply are secured by pump pressure water supply by pump number control based on the pump discharge flow rate and the junction pressure and constant end pressure control using variable speed control, and are below the basic water supply. In the case of water distribution, it is a method of stopping the water distribution pump and correcting the set flow rate of natural flow sewage according to the rise of the junction pressure and controlling the flow rate, so that a constant amount of natural flow is maintained while always maintaining the appropriate water distribution pressure It has an excellent effect of securing water and promptly responding to fluctuations in the amount of water used to enable fine adjustment.

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

第1図は本発明の一実施例で配水制御システムのブロッ
ク図、第2図は推定末端圧力一定制御を行う圧力制御部
のブロック図、第3図は配水量変動グラフ、第4図は従
来例の配水システムのブロック説明図である。 QA,QB……流量計、VA……電動制御弁、P11〜P1n……配
水ポンプ、DC……配水制御装置、AQS……流量設定補正
部、QS……流量設定値、LC……流量制御部、PC……圧力
制御部、P1……合流点の適正圧力(補正開始圧力)、P2
……合流点圧力の最高値、PN……合流点圧力。
FIG. 1 is a block diagram of a water distribution control system according to an embodiment of the present invention, FIG. 2 is a block diagram of a pressure control unit for performing estimated terminal pressure constant control, FIG. It is a block explanatory view of an example water distribution system. Q A, Q B ...... flowmeter, V A ...... electric control valve, P 11 ~P 1n ...... distribution pumps, DC ...... distribution controller, AQS ...... flow rate setting correction unit, Q S ...... flow setpoint , LC: Flow control unit, PC: Pressure control unit, P 1 ... Appropriate pressure at the junction (correction start pressure), P 2
…… Maximum junction pressure, P N …… Convergence pressure.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】自然流下水をベースとしポンプ圧送水を合
流させ上水を供給配水する配水制御システムにおいて、
供給配水量が基本配水量以上の場合には、基本配水量に
ついて自然流下水を設定流量に基づく電動制御弁による
流量一定制御で確保し、基本配水量をこえる変動水量に
ついてはポンプ圧送水をポンプ吐出量に基づくポンプ台
数制御と推定末端圧力(または合流点圧力)を一定に保
つポンプ可変速制御で確保し、供給配水量が基本配水量
未満の場合には、前記配水ポンプを停止し合流点適正圧
力をこえる圧力変動分に応じて補正された設定流量に基
づく電動制御弁による自然流下水の流量制御を行い供給
配水量に応じた適正合流点圧力を維持しつつ配水を行う
ことを特徴とした配水制御方法。
1. A water distribution control system for supplying and distributing clean water by combining pump pressure water based on natural flowing water.
If the supply water supply is equal to or greater than the basic water supply, natural flow down water is secured for the basic water supply by a constant flow control using an electric control valve based on the set flow rate. The pump number control based on the discharge rate and the pump variable speed control that keeps the estimated terminal pressure (or junction pressure) constant are ensured. If the supply water supply amount is less than the basic water supply amount, the water distribution pump is stopped and the junction point is stopped. It is characterized by controlling the flow rate of natural sewage water by an electric control valve based on the set flow rate corrected according to the pressure fluctuation exceeding the appropriate pressure and performing water distribution while maintaining the appropriate junction point pressure according to the supply and distribution amount. Water distribution control method.
JP7116489A 1989-03-23 1989-03-23 Water distribution control method Expired - Lifetime JP2765021B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7116489A JP2765021B2 (en) 1989-03-23 1989-03-23 Water distribution control method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7116489A JP2765021B2 (en) 1989-03-23 1989-03-23 Water distribution control method

Publications (2)

Publication Number Publication Date
JPH02249010A JPH02249010A (en) 1990-10-04
JP2765021B2 true JP2765021B2 (en) 1998-06-11

Family

ID=13452728

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7116489A Expired - Lifetime JP2765021B2 (en) 1989-03-23 1989-03-23 Water distribution control method

Country Status (1)

Country Link
JP (1) JP2765021B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4517937B2 (en) * 2005-05-24 2010-08-04 株式会社安川電機 Water distribution control method

Also Published As

Publication number Publication date
JPH02249010A (en) 1990-10-04

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