JPH07295654A - Water level control system for plural branch type reservoirs - Google Patents

Water level control system for plural branch type reservoirs

Info

Publication number
JPH07295654A
JPH07295654A JP6090403A JP9040394A JPH07295654A JP H07295654 A JPH07295654 A JP H07295654A JP 6090403 A JP6090403 A JP 6090403A JP 9040394 A JP9040394 A JP 9040394A JP H07295654 A JPH07295654 A JP H07295654A
Authority
JP
Japan
Prior art keywords
water
control system
level
pond
control
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
JP6090403A
Other languages
Japanese (ja)
Inventor
Koji Minegishi
幸司 峯岸
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.)
Fuji Electric Co Ltd
Original Assignee
Fuji Electric Co Ltd
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 Fuji Electric Co Ltd filed Critical Fuji Electric Co Ltd
Priority to JP6090403A priority Critical patent/JPH07295654A/en
Publication of JPH07295654A publication Critical patent/JPH07295654A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Control Of Positive-Displacement Pumps (AREA)
  • Programmable Controllers (AREA)
  • Flow Control (AREA)
  • Control Of Non-Electrical Variables (AREA)
  • Sewage (AREA)

Abstract

PURPOSE:To provide the water level control system which holds the water levels of downstream reservoirs, which branch from the same upstream reservoir and are connected in water processing facilities, etc., within a proper range only by measuring the water levels without directly measuring the passing water flow rates of the respective reservoirs. CONSTITUTION:This system is provided with a control system 10 which starts the control operation of the water level control system at a certain-time period, and each downstream reservoir is provided with a level meter 4, a control valve 7, and a control valve controller 6 which inputs the measured value of the level meter each time a control system clock sends a reference period signal and calculates the manipulated variable of the control valve to control the valve, and further each upstream reservoir is provided with a water distribution pump 2 which sends out processed water, a water distribution flowmeter 8 which measures the amount of sent water, and a water distribution pump controller 9 which inputs the measured values of the level meters of the downstream reservoirs and the measured values of the water distribution flowmeters each time the control system clock sends the reference period signal, finds the flow rate of the water send by the water distribution pump by calculation, and controls the water discharge rate of the said water distribution pump so that the flow rate is obtained.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、浄水場などの水処理
施設において、上流側に配置されている池槽たとえば沈
砂池と、上流側池槽の処理水が分岐されて流入する複数
の池槽たとえばろ過池などのような、上流側の同一の池
槽に接続する複数の下流側の池槽における水位の制御シ
ステムに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water treatment facility such as a water purification plant, which has a pond tank located upstream, such as a sand basin, and a plurality of ponds into which the treated water from the upstream pond tank branches. TECHNICAL FIELD The present invention relates to a water level control system in a plurality of downstream pond tanks connected to the same upstream pond tank such as a filtration pond.

【0002】[0002]

【従来の技術】上流側の池槽と、その下流に接続された
複数の池槽における水位を制御する従来の制御システム
の構成を図2に例示して従来技術を説明する。図2にお
いて、1は上流側の池槽であり、池槽1の処理水は次の
処理を行う複数の下流側の池槽31ないし3nへ配水ポンプ
2によって送水される。
2. Description of the Related Art A conventional control system for controlling water levels in an upstream pond and a plurality of ponds connected downstream thereof will be described with reference to FIG. In FIG. 2, reference numeral 1 denotes an upstream pond tank, and the treated water in the pond tank 1 is sent by a water distribution pump 2 to a plurality of downstream pond tanks 31 to 3n for performing the next treatment.

【0003】下流側の池槽31〜3nからは、更に下流側の
負荷に応じた流量の処理水が送出されるが、このとき、
池槽31〜3nの水位は適正な処理を維持するため一定の範
囲に保つ必要がある。池槽31〜3nの水位を一定に保つこ
とは、各池槽に水位測定用のレベル計41ないし4nと、流
量調節弁71ないし7nおよび弁コントローラ61ないし6nと
を設け、レベル計41〜4nの出力が一定値となるよう弁コ
ントローラ61〜6nが各池槽への流入水量を流量調節弁71
〜7nを通じて制御することによって原理的には可能であ
るが、浄水場などの大形で慣性の大きい池槽において負
荷変動がある場合、レベル計の出力信号のみによる制御
では適正な水位維持が困難になることがある。このため
従来技術による水位の制御システムでは、下流の池槽31
〜3nの処理水送出側に流量計51ないし5nを設け、各池槽
毎の弁コントローラ61〜6nは、レベル計41〜4nと流量計
51〜5nの両方の計測値をもとに、流量調節弁71〜72の操
作量を演算によって求め、各池槽の水位を定値に保つよ
う制御している。
From the pond tanks 31 to 3n on the downstream side, the treated water having a flow rate according to the load on the further downstream side is sent out.
It is necessary to keep the water level in the pond tanks 31 to 3n within a certain range to maintain proper treatment. To keep the water level of the pond tanks 31 to 3n constant, each pond tank is provided with a level meter 41 to 4n for measuring the water level, a flow control valve 71 to 7n and a valve controller 61 to 6n. The valve controllers 61 to 6n adjust the flow rate of the inflow water into each pond tank so that the output of
It is possible in principle by controlling through ~ 7n, but when there is load fluctuation in a large tank with large inertia such as a water purification plant, it is difficult to maintain an appropriate water level by controlling only the output signal of the level meter. May become. Therefore, in the conventional water level control system, the downstream pond tank 31
Flowmeters 51 to 5n are installed on the treated water delivery side of ~ 3n, and valve controllers 61 to 6n for each pond tank are level meters 41 to 4n and flowmeters.
Based on the measured values of both 51 to 5n, the operation amount of the flow control valves 71 to 72 is calculated, and the water level of each pond tank is controlled to be maintained at a constant value.

【0004】[0004]

【発明が解決しようとする課題】上述のような上流の池
槽から送出される処理水が分岐されて流入する下流の複
数の池槽における水位は、処理の安定性を保つため所定
の範囲に保たれる必要があるが、厳密に一定の水位であ
る必要はない。また、水位を所定の範囲に保つための制
御入力信号となる下流の池槽からの送出流量も通常概略
値の把握で十分である。
The water level in a plurality of downstream pond tanks into which the treated water sent from the upstream pond tank is branched and flows into a predetermined range in order to maintain the stability of the treatment. It needs to be kept but need not be at a strictly constant water level. In addition, it is usually sufficient to grasp the approximate value of the flow rate sent out from the downstream pond tank which serves as a control input signal for keeping the water level within a predetermined range.

【0005】本発明は、水処理施設等において同一の上
流の池槽から分岐されてつながる下流の池槽の水位を、
各池槽の通過水流量を直接計測することなく水位の計測
のみによって適正な範囲に保つ簡素なシステムによる水
位の適正制御の実現を目的とする。
In the present invention, the water level of a downstream pond tank branched from the same upstream pond tank in a water treatment facility,
The objective is to realize proper control of the water level with a simple system that keeps it within an appropriate range only by measuring the water level without directly measuring the flow rate of water passing through each pond tank.

【0006】[0006]

【課題を解決するための手段】上流の池槽から分岐され
てつながる下流の複数池槽各々の水位を制御する水位制
御システムに、制御システムの制御動作を一定時間周期
で起動する制御システムクロックを設け、下流側の池槽
各々に、水位測定用のレベル計と、流入水量を調節する
調節弁と、制御システムクロックが基準周期信号を発信
する都度、レベル計の計測値を取り込んで調節弁の操作
量を演算によって求めて制御する調節弁コントローラと
を設ける。
[Means for Solving the Problems] A water level control system for controlling the water level of each of a plurality of downstream pond tanks branched and connected from an upstream pond tank is provided with a control system clock for activating the control operation of the control system at a constant time period. A level meter for water level measurement, a control valve for adjusting the amount of inflow water, and a control valve for taking in the measured value of the level meter each time the control system clock sends the reference period signal to each of the downstream pond tanks. And a control valve controller for calculating and controlling the manipulated variable.

【0007】そうして、上流側の池槽には、その処理水
を下流側の池槽に送出する配水ポンプと、送水量を計測
する配水流量計と、上記の制御システムクロックが基準
周期信号を発信する都度、下流各池槽に設けられたレベ
ル計の測定値と配水流量計の測定値とを取り込んで配水
ポンプが送水する流量の値を演算によって求め、この流
量の値が得られるように配水ポンプの吐出水量を制御す
る配水ポンプコントローラとを設けて水位制御システム
を構成する。
In the pond tank on the upstream side, a water distribution pump for sending the treated water to the pond tank on the downstream side, a water flow meter for measuring the amount of water to be sent, and the control system clock as a reference period signal. Each time you send out, the measured value of the level meter installed in each downstream pond tank and the measured value of the distribution flow meter are taken in and the value of the flow rate delivered by the water distribution pump is calculated to obtain this value. A water level control system is constructed by providing a water distribution pump controller for controlling the discharge water amount of the water distribution pump.

【0008】[0008]

【作用】制御システムクロックが発信する起動信号毎
に、調節弁コントローラと前記配水ポンプコントローラ
への計測データ取込みと、取込んだ計測データにもとづ
く制御操作量を求める演算が実行されて調節弁と配水ポ
ンプが制御操作される。
[Operation] For each activation signal transmitted by the control system clock, measurement data is taken in to the control valve controller and the water distribution pump controller, and a calculation for a control operation amount based on the taken measurement data is executed to execute the control valve and water distribution. The pump is controlled.

【0009】[0009]

【実施例】1つの池槽につながる複数の池槽の水位を、
本発明の制御方法を用いて制御するときの1実施例の制
御系統を図1に示し、この図によって本発明を説明す
る。なお、図1において、従来技術の説明に用いた図2
におけると同様の機能の要素は同じ符号を符してあるの
で、その説明は省略する。
[Example] The water level of a plurality of pond tanks connected to one pond tank,
FIG. 1 shows a control system of one embodiment for controlling using the control method of the present invention, and the present invention will be described with reference to this drawing. In addition, in FIG. 1, FIG.
Since the elements having the same functions as those in 1 are denoted by the same reference numerals, the description thereof will be omitted.

【0010】図1において、上流側の池槽1の処理水は
ポンプ2によって下流側の池槽31ないし3nへ供給される
が、この池槽1からの送出水の流量は、池槽1の送出側
配水路に設けられた流量計8によって一括流量として計
測される。下流各池槽31〜3nへの流入水量は、各池槽毎
に設けられた調節弁71ないし72によって調節され、各調
節弁71〜7nは、各池槽に設けられたレベル計41〜4nの出
力信号を入力とする弁コントローラ61〜6nによって制御
される。
In FIG. 1, the treated water in the pond tank 1 on the upstream side is supplied by the pump 2 to the pond tanks 31 to 3n on the downstream side. It is measured as a collective flow rate by the flow meter 8 provided in the delivery side water distribution channel. The amount of water flowing into each of the downstream pond tanks 31 to 3n is adjusted by control valves 71 to 72 provided for each pond tank, and each control valve 71 to 7n is a level meter 41 to 4n provided in each pond tank. Are controlled by the valve controllers 61 to 6n that receive the output signal of

【0011】各レベル計41〜4nのレベル測定出力信号
は、上記の弁コントローラ61〜6nと同時に、上流池槽1
の処理水を送出するポンプ2の吐出流量を制御する配水
コントローラ9にも入力される。そして、この配水ポン
プ2の流路には、配水ポンプ2の送水水量を測定する配
水流量計8が設けられており、この配水流量計8の測定
出力信号は、各レベル計61〜6nの測定出力信号と並んで
流量コントローラ9にも入力される。
The level measurement output signals of the level meters 41 to 4n are supplied to the upstream pond tank 1 at the same time as the above valve controllers 61 to 6n.
It is also input to the water distribution controller 9 that controls the discharge flow rate of the pump 2 that sends the treated water. The flow path of the water distribution pump 2 is provided with a water flow meter 8 for measuring the amount of water sent by the water pump 2. The measured output signal of the water flow meter 8 is measured by the level meters 61 to 6n. It is also input to the flow rate controller 9 along with the output signal.

【0012】弁コントローラ61ないし6nと配水ポンプコ
ントローラ9とは、一定の時間間隔ΔTで基準時刻信号
を与える制御システムクロック10の基準時間信号毎に、
各レベル計41〜4nと配水流量計8の測定値を読み取り、
この読み取りデータを用いた演算処理の結果にもとづい
て配水ポンプと調節弁71〜7nを操作する。そして、上記
の制御周期を定める時間間隔ΔTは、制御の結果がレベ
ル計41〜4nの測定出力の変化として検出可能な程度の時
間間隔が選定設定される。
The valve controllers 61 to 6n and the water distribution pump controller 9 are provided with a reference time signal of the control system clock 10 which gives a reference time signal at a constant time interval ΔT.
Read the measured value of each level meter 41 to 4n and distribution water flow meter 8,
The water distribution pump and the control valves 71 to 7n are operated based on the result of the arithmetic processing using the read data. The time interval ΔT that determines the above-mentioned control cycle is selected and set such that the control result can be detected as a change in the measurement output of the level meters 41 to 4n.

【0013】上記のように、計測と演算処理が一定時間
間隔ΔTを周期として実行されるので、調節弁71〜7nと
配水ポンプ2の動作設定値も、同じ時間間隔ΔTの周期
で、一定操作量を単位としてステップ的に修正変更され
る。次に、図1において制御システムクロック10が与え
るある時刻tにおけるシステム諸量を以下のように定義
し、弁コントローラ61〜6nと配水ポンプコントローラ9
の制御量を説明する。
As described above, since the measurement and arithmetic processing are executed with a constant time interval ΔT as a cycle, the operation set values of the control valves 71 to 7n and the water distribution pump 2 are also constantly operated at the same time interval ΔT. It is modified step by step in units of quantity. Next, system variables at a certain time t given by the control system clock 10 in FIG. 1 are defined as follows, and the valve controllers 61 to 6n and the water distribution pump controller 9 are defined.
The control amount of is explained.

【0014】 Qt; 配水ポンプ2の送水量=流量計8の計測値 Lit; i号池槽の水位=i号レベル計の計測値 Lio; i号池槽の目標水位 ΔL; 水位制御の許容範囲 Zit; i号池槽調節弁の開度 ΔZ; 調節弁の開度操作単位 Si; i号池槽の水平面面積 ΔT; 制御システムクロックの時間周期 各弁コントローラ61〜6nは、レベル計41〜4nの計測値L
itをそれぞれの目標水位Lioとくらべ、その値に応じて
時刻tの次の周期t+1 における調節弁71〜7nの開度を、
下記の式(1)または式(2)相当値となるよう操作す
る。
Qt; Water flow rate of water distribution pump 2 = Measured value of flow meter 8 Lit: Water level of No. i pond tank = Measured value of No. i level meter Lio; Target water level of No. i pond tank ΔL; Allowable range of water level control Zit: No. i pond tank control valve opening ΔZ; Control valve opening operation unit Si; Horizontal pond area of No. i pond tank ΔT; Time period of control system clock Each valve controller 61-6n has level meter 41-4n Measured value L
Compared with it for each target water level Lio, the opening of the control valves 71 to 7n in the next cycle t + 1 at time t is
Operate so that the value is equivalent to the following expression (1) or expression (2).

【0015】Lio−Lit>+ΔLならばIf Lio-Lit> + ΔL

【0016】[0016]

【数1】 Zit+1=Zit+ΔZ (1) Lio−Lit<−ΔLならば## EQU1 ## Zit + 1 = Zit + ΔZ (1) If Lio−Lit <−ΔL

【0017】[0017]

【数2】 Zit+1=Zit−ΔZ (2) また、配水ポンプコントローラ9においては、各レベル
計41〜4nの計測値Litと配水流量計8の計測値Qtとに
よって、時刻tの次の周期t+1 における配水ポンプ2の
送水量を求める下記式(3)の演算を行い、演算結果の
送水量Qt+1 が得られるよう配水ポンプ2の吐出量を操
作する。
## EQU00002 ## Zit + 1 = Zit-.DELTA.Z (2) Further, in the water distribution pump controller 9, by the measured value Lit of each level meter 41 to 4n and the measured value Qt of the water distribution flow meter 8, the next time t is calculated. The following formula (3) for calculating the water supply amount of the water distribution pump 2 in the cycle t + 1 is calculated, and the discharge amount of the water distribution pump 2 is manipulated so that the calculated water supply amount Qt + 1 is obtained.

【0018】[0018]

【数3】 Qt+1 =Qn+ΣSi(Lio−Lit)/ΔT (3) 以上のように、本発明の方法では、下流側の各池槽への
流入水量は各池槽に設けられたレベル計の測定値が所定
の値となるように制御され、上流の池槽からの処理水の
送出流量が下流各池槽の水位と整合するように配水ポン
プの送出流量を制御される。
## EQU00003 ## Qt + 1 = Qn + .SIGMA.Si (Lio-Lit) /. DELTA.T (3) As described above, in the method of the present invention, the inflow water amount to each pond tank on the downstream side is measured by the level meter provided in each pond tank. Is controlled so that the measured value becomes a predetermined value, and the delivery flow rate of the water distribution pump is controlled so that the delivery flow rate of the treated water from the upstream pond tank matches the water level of each downstream pond tank.

【0019】[0019]

【発明の効果】本発明の水位一括制御方法によれば、下
流側の池槽に設けられたレベル計の水位測定結果を踏ま
えて上流側の池槽から送出される処理水の送出流量が制
御され、下流各池槽の水位は、制御の結果が検出可能な
程度の時間を隔てたレベル計の測定出力のみによって一
定操作量を単位としてステップ的に制御されるので、下
流各池槽毎に該池槽を通過する処理水流量を測定して水
位を制御するための流量計を設ける必要がなく、簡素な
構成の制御システムによって水位を適正に維持できると
いう効果が得られ、特に、各池槽毎に流量計が設けられ
ていない既設の施設の水位制御への適用に好都合であ
る。
According to the water level collective control method of the present invention, the delivery flow rate of the treated water delivered from the upstream pond tank is controlled based on the water level measurement result of the level meter provided in the downstream pond tank. The water level in each downstream pond tank is controlled stepwise by a constant operation amount as a unit only by the measurement output of the level meter with a time interval at which the control result can be detected. There is no need to provide a flow meter for controlling the water level by measuring the treated water flow rate passing through the pond tank, and the effect that the water level can be properly maintained by the control system with a simple configuration can be obtained. It is convenient to apply to the water level control of existing facilities that do not have a flow meter for each tank.

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

【図1】本発明による水位一括制御システムの1 実施例
の構成図
FIG. 1 is a block diagram of an embodiment of a water level collective control system according to the present invention.

【図2】従来技術による水位制御システム構成図FIG. 2 is a block diagram of a water level control system according to a conventional technique.

【符号の説明】[Explanation of symbols]

1 上流側池槽 2 配水ポンプ 31,3n 下流側池槽 41,4n レベル計 51,5n 送出流量計 61,6n 弁コントローラ 71,7n 調節弁 8 配水流量計 9 配水ポンプコントローラ 10 制御システムクロック 1 upstream pond tank 2 water distribution pump 31,3n downstream pond tank 41,4n level meter 51,5n delivery flow meter 61,6n valve controller 71,7n control valve 8 water distribution flow meter 9 water distribution pump controller 10 control system clock

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 G05B 19/05 G05D 7/06 A B ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display location G05B 19/05 G05D 7/06 AB

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】上流側の同一の池槽に接続する下流側の複
数の池槽各々の水位を調節する水位制御システムにおい
て、 制御システムの制御動作を一定時間周期で起動する制御
システムクロックを設け、 下流側の池槽各々に、水位測定用のレベル計と、流入水
量を調節する調節弁と、前記制御システムクロックが基
準周期信号を発信する都度、前記レベル計の計測値を取
り込んで前記調節弁の操作量を演算によって求めて制御
する調節弁コントローラとを設け、 上流側の池槽に、その処理水を前記下流側の池槽に送出
する配水ポンプと、この配水ポンプその送水量を計測す
る配水流量計と、前記制御システムクロックが基準周期
信号を発信する都度、前記下流各池槽に設けられたレベ
ル計の測定値と前記配水流量計の測定値とを取り込んで
前記配水ポンプが送水する流量の値を演算によって求
め、この流量の値が得られるように前記配水ポンプの吐
出水量を制御する配水ポンプコントローラとを設けたこ
とを特徴とする分岐式複数池槽の水位括制御システム。
1. A water level control system for adjusting the water level of each of a plurality of pond tanks on the downstream side connected to the same pond tank on the upstream side, wherein a control system clock for activating a control operation of the control system at a constant time cycle is provided. In each of the pond tanks on the downstream side, a level meter for measuring the water level, a control valve for adjusting the amount of inflow water, and each time the control system clock sends a reference period signal, the measured value of the level meter is taken in and adjusted. A control valve controller that calculates and controls the operation amount of the valve is provided, and a distribution pump that delivers the treated water to the upstream pond tank and the distribution pump that measures the amount of water that is sent to the downstream pond tank. A distribution flow meter to perform, and each time the control system clock transmits a reference period signal, the measurement values of the level meter and the distribution flow meter provided in each of the downstream pond tanks are taken in and the A water level of a branch type multiple pond tank characterized in that a water pump sends a value of a flow rate by calculation, and a distribution pump controller for controlling the discharge water amount of the water distribution pump is provided so as to obtain the value of the flow rate. Bulk control system.
JP6090403A 1994-04-28 1994-04-28 Water level control system for plural branch type reservoirs Pending JPH07295654A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6090403A JPH07295654A (en) 1994-04-28 1994-04-28 Water level control system for plural branch type reservoirs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6090403A JPH07295654A (en) 1994-04-28 1994-04-28 Water level control system for plural branch type reservoirs

Publications (1)

Publication Number Publication Date
JPH07295654A true JPH07295654A (en) 1995-11-10

Family

ID=13997627

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6090403A Pending JPH07295654A (en) 1994-04-28 1994-04-28 Water level control system for plural branch type reservoirs

Country Status (1)

Country Link
JP (1) JPH07295654A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005334816A (en) * 2004-05-28 2005-12-08 Kubota Corp Filter pond system
CN104005389A (en) * 2014-05-15 2014-08-27 国家电网公司 Device and method for opening water inlet valve, device and method for closing water inlet valve and water inlet valve control system
WO2015199346A1 (en) * 2014-06-26 2015-12-30 한국생명공학연구원 Multi-channel flow control device
CN108152004A (en) * 2018-01-18 2018-06-12 浙江省水利河口研究院 A kind of more sink linkage water transfer systems
JP2020081998A (en) * 2018-11-28 2020-06-04 三菱ケミカルアクア・ソリューションズ株式会社 Water treatment system and its operation method
CN114293637A (en) * 2022-03-09 2022-04-08 阿兰贝尔(江苏)环保科技发展有限公司 Intelligent intercepting well remote control system and method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005334816A (en) * 2004-05-28 2005-12-08 Kubota Corp Filter pond system
JP4551124B2 (en) * 2004-05-28 2010-09-22 株式会社クボタ Filtration pond system
CN104005389A (en) * 2014-05-15 2014-08-27 国家电网公司 Device and method for opening water inlet valve, device and method for closing water inlet valve and water inlet valve control system
WO2015199346A1 (en) * 2014-06-26 2015-12-30 한국생명공학연구원 Multi-channel flow control device
CN108152004A (en) * 2018-01-18 2018-06-12 浙江省水利河口研究院 A kind of more sink linkage water transfer systems
JP2020081998A (en) * 2018-11-28 2020-06-04 三菱ケミカルアクア・ソリューションズ株式会社 Water treatment system and its operation method
CN114293637A (en) * 2022-03-09 2022-04-08 阿兰贝尔(江苏)环保科技发展有限公司 Intelligent intercepting well remote control system and method

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