JPH02293090A - Device for detecting overinjection of liquid disinfectant in sewage treatment - Google Patents

Device for detecting overinjection of liquid disinfectant in sewage treatment

Info

Publication number
JPH02293090A
JPH02293090A JP11449689A JP11449689A JPH02293090A JP H02293090 A JPH02293090 A JP H02293090A JP 11449689 A JP11449689 A JP 11449689A JP 11449689 A JP11449689 A JP 11449689A JP H02293090 A JPH02293090 A JP H02293090A
Authority
JP
Japan
Prior art keywords
chemical
value
chlorine
injection
flow rate
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
JP11449689A
Other languages
Japanese (ja)
Inventor
Toshisada Numashita
敏貞 沼下
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
Meidensha Electric Manufacturing Co Ltd
Original Assignee
Meidensha Corp
Meidensha Electric Manufacturing 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 Meidensha Corp, Meidensha Electric Manufacturing Co Ltd filed Critical Meidensha Corp
Priority to JP11449689A priority Critical patent/JPH02293090A/en
Publication of JPH02293090A publication Critical patent/JPH02293090A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To surely detect overinjection of a liq. disinfectant by calculating the estimated value for the residual disinfectant based on the disinfectant conc., detecting the value for the flow rate of treated sewage and detection value for the disinfectant supply, detecting the disinfectant remaining in the treated sewage at the outlet, comparing both values and issuing an alarm when the latter is excessive. CONSTITUTION:The concn. of chlorine remaining in treated water is estimated by the residual chlorine value arithmetic unit 15 base on the detection value for chlorine injection, detection value for the treated water flow rate and liq. chemical concn. The residual chlorine concn-estimated value is delayed by a delay unit 16 corresponding to the reaction time in a chlorine-contact water passage 1. The estimated value for the delayed residual chlorine concn. and the detection value for the residual chlorine concn. in the treated water at the outlet are compared by a comparator unit 17. When the deviation of the detection value from the estimated value exceeds a threshold value, an overinjection alarm is issued. Accordingly, even when the chemical is overinjected due to the error or trouble of the chemical injection control system, the overinjection can be rapidly detected, and the reliability on the chemical injection system is advantageously improved.

Description

【発明の詳細な説明】 A.産業上の利用分野 本発明は、下水処理水に対し消毒用の薬液を注入するも
のにおいて、薬液の過注入を検出する装置に関する。
[Detailed Description of the Invention] A. INDUSTRIAL APPLICATION FIELD OF THE INVENTION The present invention relates to a device for detecting over-injection of a disinfectant solution in a system for injecting a disinfectant solution into treated sewage water.

B.発明の概要 本発明は、薬r(1 :I8 Uと下水処理水流量検出
値と薬液供給量検出値に基づいて薬液成分残留ik1度
推定値を求め、この薬液成分残留濃度推定値を所要時間
遅延させ、薬液注入水路の出口側における下水処理水の
薬液成分残留濃度検出値と比較し、薬液成分残留濃度検
出値が過大であるときに警報を通知することにより、薬
液の過注入を確実に検出するものである。
B. Summary of the Invention The present invention calculates an estimated value of chemical component residual ik1 degree based on the drug r(1:I8U, the detected sewage water flow rate, and the detected value of the chemical supply amount), and calculates the estimated value of the residual concentration of the chemical component over the required time. By delaying and comparing the detected value of the residual concentration of chemical components in the sewage treatment water at the outlet side of the chemical injection channel, and notifying an alarm when the detected value of the residual concentration of chemical components is excessive, it is possible to ensure over-injection of chemical solutions. It is something to detect.

C.従来の技術 一般に、下水処理場では、河川への放流水における大腸
閑などの雑菌を滅菌するために、塩素や次亜塩素酸ソー
ダなどの薬品による処理が行われている。
C. BACKGROUND OF THE INVENTION Generally, in sewage treatment plants, water discharged into rivers is treated with chemicals such as chlorine and sodium hypochlorite in order to sterilize bacteria such as large intestine bacteria.

河川への放流水の水質基準には、残留塩素濃度の上限値
が定められている。下水処理においては、この上限値を
越えないように、放流水量に対して薬品の注入比率を設
定し、放流水潰に対する薬品の比例注入を行っている。
Water quality standards for water discharged into rivers set an upper limit for residual chlorine concentration. In sewage treatment, the injection ratio of chemicals to the amount of effluent water is set so as not to exceed this upper limit, and chemicals are injected proportionally to the amount of effluent water.

第2図は、従来の塩素注入処理/ステムを示す。FIG. 2 shows a conventional chlorine injection process/stem.

処理水を塩素接触水路1に流通させ、この塩素接触水路
lにおいて、塩素注入機2から供給される塩素水を処理
水に注入したうえで放流する。
The treated water is made to flow through the chlorine contact waterway 1, and in the chlorine contact waterway 1, chlorine water supplied from the chlorine injection machine 2 is injected into the treated water and then discharged.

塩素接触水路1への処理水の流量は、流量計3により検
出する。比率設定器4では、設定された注入比率と流量
計2の検出値から薬品の注入量目標値を求める。この注
入量目標値と、塩素注入機2の注入量検出器5からの注
入量検出値とを突き合わせ回路6で突き合わせて両者の
偏差をとり、この偏差に基づいて調節計7により塩素注
入機2の調節弁8を制御するものであった。
The flow rate of treated water to the chlorine contact waterway 1 is detected by a flowmeter 3. The ratio setter 4 calculates a target value for the amount of medicine to be injected from the set injection ratio and the detected value of the flow meter 2. This injection amount target value and the injection amount detected value from the injection amount detector 5 of the chlorine injection machine 2 are compared in a matching circuit 6, the deviation between the two is taken, and based on this deviation, the controller 7 The control valve 8 was to be controlled.

D.発明が解決しようとする課題 しかしながら上記した従来の処理/ステムでは、薬品の
過lt人を検出することが困難であるという問題点があ
った。
D. Problems to be Solved by the Invention However, with the above-described conventional processing/system, there is a problem in that it is difficult to detect excessive amounts of drugs.

すなわち塩素注入機2の注入量検出器5がらフィードバ
ノクされる注入量検出値により、薬品の注入量が過大に
なっているが否かの監視を行うことは可能であるが、注
入量検出器5などの誤差や故1{※に起因して過注入が
生じた場合、過注入を防止することができず、放流水に
おける薬品の残留濃度が規定値を越えるおそれがあった
In other words, it is possible to monitor whether or not the amount of chemical injection is excessive based on the injection amount detection value fed back from the injection amount detector 5 of the chlorine injection machine 2; If over-injection occurs due to errors such as 1 {*, etc., the over-injection could not be prevented, and there was a risk that the residual concentration of chemicals in the effluent would exceed the specified value.

このような薬品の過注入を防止するために、塩素注入シ
ステムの運転操作は細心の注意を必要とする作業となっ
ていた。
In order to prevent such over-injection of chemicals, the operation of the chlorine injection system has become a task that requires extreme caution.

本発明は、これらの事情に鑑み、下水処理水に対し消毒
用の薬液を注入するものにおいて、消毒液の過注入を確
実に検出する装置を提供することを目的とする。
In view of these circumstances, an object of the present invention is to provide a device that reliably detects over-injection of a disinfectant in a device that injects a disinfectant into treated sewage water.

E.課題を解決するための手段 本発明は、上記の目的を達成するために、消毒用の薬液
を供給する薬液供給部と、この薬液の供給量を検出し、
薬液検出値を出カする薬液供給本検出部と、供給された
薬液を下水処理水に対し注入する薬液注入水路と、この
薬液注入水路の入口側の下水処理水の流量を検出し、下
水処理水流量検出値を出力する下水処理水流量検出部と
、下水処理水の流量検出値と薬液注入比率と薬液供給量
検出値から薬液供給量を演算し、薬液供給量指示値を出
力する薬液供給制御部とを備え、薬液供給量指示値に基
づいて薬液供給部を制御するものに使用される消毒液過
注入検出装置として、次の手段からなるものを提供する
ものである。
E. Means for Solving the Problems In order to achieve the above object, the present invention provides a chemical solution supply section that supplies a disinfecting chemical solution, detects the supply amount of this chemical solution,
A chemical liquid supply main detection unit that outputs a chemical liquid detection value, a chemical liquid injection waterway that injects the supplied chemical liquid into the sewage treatment water, and a flow rate of the sewage treatment water on the inlet side of this chemical liquid injection waterway are detected, and the sewage treatment is performed. A sewage treatment water flow rate detection unit that outputs a detected water flow rate, and a chemical supply that calculates a chemical supply amount from the detected flow rate value of the sewage treatment water, the chemical solution injection ratio, and the chemical solution supply amount detection value, and outputs a chemical solution supply amount instruction value. The present invention provides a disinfectant overfill detection device comprising the following means and used for controlling the chemical solution supply section based on the chemical solution supply amount instruction value.

■ 薬液濃度と下水処理水流量検出値と薬液供給量検出
値に基づいて、薬液成分の残留;農度を演算し、薬液成
分残留濃度推定値を出力する残留濃度推定部。
■ A residual concentration estimator that calculates the residual concentration of the chemical component based on the chemical concentration, the detected sewage water flow rate, and the detected value of the chemical supply amount, and outputs the estimated residual concentration of the chemical component.

■ 薬夜の反応に要する時間に対応し、薬液成分残留濃
度推定値を遅延させる推定値遅延部。
■ An estimated value delay section that delays the estimated residual concentration of drug components in response to the time required for drug reaction.

■ 薬液注入水路の出口側の下水処理水に残留する薬液
成分を検出し、薬液成分残留濃度検出値を出力する残留
濃度検出部。
■ A residual concentration detection unit that detects the chemical components remaining in the treated sewage water on the outlet side of the chemical injection channel and outputs the detected value of the residual concentration of the chemical components.

■ 推定値遅延部により遅延された薬液成分残留ta度
推定値と薬液成分残留72度検出値を比較し、後者が過
大であるときに警報を通知する残留濃度監視部。
■ A residual concentration monitoring unit that compares the estimated value of the residual TA level of the chemical liquid component delayed by the estimated value delay unit with the detected value of the residual 72° of the chemical liquid component, and notifies an alarm when the latter value is excessive.

F.作用 本発明では、薬液注入水路の出口側の下水処理水に残留
する薬液成分を残留濃度検出部により険出し、この薬液
成分残留濃度検出値をフィードバックして薬液の過注入
を検出するものである。
F. In the present invention, the residual concentration detection unit detects the chemical components remaining in the treated sewage water at the outlet of the chemical injection channel, and the detected value of the residual concentration of the chemical components is fed back to detect over-injection of the chemical solution. .

つまり薬液注入水路の入口側における下水処理水の流量
を示す下水処理水流量検出値と、薬液の供給量を示す薬
液供給量検出値と、外部から入力される薬液濃度とに基
づいて、薬液成分の残留濃度を示す薬液成分残留濃度推
定値を残留濃度推定部により演算する。そして、この薬
液成分残留濃度推定値を薬液の反応に対応する時間だけ
遅延させたうえで、前記の薬液成分残留濃度検出値と比
較し、この薬液成分残留濃度検出値が過大である場合に
薬液の過注入が行われたと判断して警報を通知する。
In other words, based on the detected sewage water flow rate that indicates the flow rate of sewage treated water at the inlet side of the chemical injection channel, the detected chemical solution supply amount that indicates the amount of chemical solution supplied, and the chemical concentration input from the outside, the chemical composition is determined. The residual concentration estimator calculates an estimated residual concentration value of the chemical component indicating the residual concentration of the residual concentration. Then, after delaying this estimated value of the residual concentration of the chemical liquid component by a time corresponding to the reaction of the chemical liquid, it is compared with the detected value of the residual concentration of the chemical liquid component described above, and if the detected value of the residual concentration of the chemical liquid component is excessive, It determines that overfilling has occurred and issues an alarm.

G.実施例 以下、図面を用いて、本発明の実施例を説明する。G. Example Embodiments of the present invention will be described below with reference to the drawings.

第1図は、本発明の一実施例に係る塩素注入処理ンステ
ムを示す。
FIG. 1 shows a chlorine injection treatment system according to an embodiment of the present invention.

塩素接触水路lは、処理水に塩素を注入するための水路
である。塩素接触水路1の入口側には、処理水の流量を
検出する流量計3が設置されている。また塩素接触水路
lの出口側には、処理水の残留塩素の濃度を検出する残
塩計9が設置されている。
The chlorine contact waterway 1 is a waterway for injecting chlorine into the treated water. A flow meter 3 is installed on the inlet side of the chlorine contact waterway 1 to detect the flow rate of treated water. Further, a residual salt meter 9 is installed on the outlet side of the chlorine contact waterway 1 to detect the concentration of residual chlorine in the treated water.

塩素注入機2は、塩素接触水路1に塩素水を注入するも
のである。調節弁8は、塩素の注入量を調節する弁であ
る。注入量検出器5は、塩素の注入量を検出するもので
ある。
The chlorine injection machine 2 is for injecting chlorine water into the chlorine contact waterway 1. The control valve 8 is a valve that controls the amount of chlorine injected. The injection amount detector 5 detects the injection amount of chlorine.

演算制御部10は、塩素注入処理を制御するものであり
、本実施例ではCPUを使用して構成する態様をとって
いる。
The arithmetic control unit 10 controls the chlorine injection process, and in this embodiment is configured using a CPU.

比率設定部1lは、外部から設定される注入比率を保持
し、この注入比率と流量計3からの処理水流量検出値と
に基づいて塩素注入1目(票値を求めるものである。突
き合わせ部l2は、比率設定部11からの塩素注入量目
標値と、注入1検出器5からの注入量検出値とを突き合
わせ、両者の偏差をとるものである。調節部l3は、突
き合わせ部12からの偏差分に基づいて、塩素注入量指
示を得るものである。調節弁8は、この塩素注入量指示
により動作するものである。
The ratio setting unit 1l holds an injection ratio set from the outside, and calculates the first chlorine injection (vote value) based on this injection ratio and the detected value of the treated water flow rate from the flow meter 3.The matching unit 12 compares the target value of chlorine injection amount from the ratio setting section 11 with the detected value of injection amount from the injection 1 detector 5, and calculates the deviation between the two. Based on the deviation, a chlorine injection amount instruction is obtained.The control valve 8 is operated according to this chlorine injection amount instruction.

塩素接触水路1への処理水の流量と塩素の注入比率とか
ら、塩素接触水路1への塩素の注入債の目標値を決定す
る。この塩素注入量目標値に基ついて、塩素注入機2に
フィードバノク制御を行い、適IRな塩素注入処理を行
う。
A target value for chlorine injection into the chlorine contact waterway 1 is determined from the flow rate of treated water into the chlorine contact waterway 1 and the chlorine injection ratio. Based on this target value of chlorine injection amount, feed control is performed on the chlorine injection machine 2 to perform chlorine injection processing with appropriate IR.

制御偏差検出部14は、塩素注入量目標値と塩素庄入竜
指示との偏差をとり、偏差分をしきい値と比較して過大
であるか否かを判定し、偏差分が過大であるときに制御
偏差過大警報を出力するものである。
The control deviation detection unit 14 calculates the deviation between the chlorine injection amount target value and the chlorine injection instruction, compares the deviation with a threshold value, and determines whether the deviation is excessive. It sometimes outputs an excessive control deviation alarm.

調節弁8の制御系に異常か発生し、塩素注入漕目標値と
塩素注入量指示との偏差が過大になった場合、適切な塩
素注入処理が困難になる。制御偏差検出部l4は、この
偏差を監視し、偏差が過大になったときに、異常が発生
したものと判断し、アラーム装置などの出力装置(図示
せず)に制御偏差過大警報を出力する。
If an abnormality occurs in the control system of the control valve 8 and the deviation between the chlorine injection tank target value and the chlorine injection amount instruction becomes excessive, appropriate chlorine injection processing becomes difficult. The control deviation detection unit l4 monitors this deviation, determines that an abnormality has occurred when the deviation becomes excessive, and outputs an excessive control deviation alarm to an output device (not shown) such as an alarm device. .

残留塩素推定値演算部l5は、塩素注入量検出値と処理
水流量検出値と薬液1農度に基づいて、処理水に残留す
る塩素の濃度を推定するものである。
The residual chlorine estimated value calculation unit 15 estimates the concentration of chlorine remaining in the treated water based on the detected value of the chlorine injection amount, the detected value of the treated water flow rate, and the 1 degree of chemical solution.

この演算式を次に示す。This calculation formula is shown below.

a・ρ/(a+b)=x       ・・・(1)た
だしaは塩素注入量、ρは塩素濃度、bは処理水流量、
Xは塩素濃度推定値(mg/+2)である。
a・ρ/(a+b)=x (1) where a is the amount of chlorine injection, ρ is the chlorine concentration, b is the flow rate of treated water,
X is the estimated chlorine concentration (mg/+2).

遅延部16は、塩素接触水路1における反応時間に対応
して、残留塩素濃度推定値を遅延させるものである。比
較部l7は、遅延した残留塩素濃度推定値と残留塩素濃
度検出値とを比較し、推定値に対する検出値の偏差分か
しきい値を越えたとき(たとえば、しきい値Oとすると
、検出値が推定値を越えたとき)、過注入警報を出力す
るものである。
The delay unit 16 delays the estimated residual chlorine concentration in accordance with the reaction time in the chlorine contact waterway 1 . Comparison unit 17 compares the delayed estimated residual chlorine concentration with the detected residual chlorine concentration, and when the deviation of the detected value from the estimated value exceeds a threshold (for example, if the threshold is O, the detected (when the value exceeds the estimated value), an overfill alarm is output.

塩素の過注入が発生した場合、流量計3や注入lit険
出器5の出力などから演算した残留塩素推定値よりも、
実際に検出される残留塩素検出値の方が大きな値となる
。塩素の反応お《れ時間を考慮して残留塩素推定値を遅
延することによって、残留塩素推定値と残留塩素検出値
とを比較することかできる。比較部17により両者を比
較し、たとえば倹出値が推定値を上回った場合、異常発
生と判断して過注入警報を出ノ7装置に出力する。
When over-injection of chlorine occurs, the residual chlorine estimated value calculated from the flow meter 3 and the output of the injection lit alarm 5, etc.
The residual chlorine detection value that is actually detected will be a larger value. By delaying the estimated residual chlorine value in consideration of the chlorine reaction delay time, the estimated residual chlorine value and the detected residual chlorine value can be compared. The comparator 17 compares the two, and if, for example, the exhalation value exceeds the estimated value, it is determined that an abnormality has occurred and an over-injection alarm is output to the output device 7.

残留塩素高検出部18は、残留塩素濃度検出値がしきい
値を越えた場合、残留塩素高警報を出力するものである
The residual chlorine high detection unit 18 outputs a residual chlorine high alarm when the detected residual chlorine concentration exceeds a threshold value.

前述のように、河川に放流する下水処理水には、残留塩
素濃度の上限が定められている。塩素接触水路1からの
処理水の残留塩素濃度がしきい値を越えた場合、これを
残留塩素高検出部が検出して残留塩素高警報を出力装置
に出力する。
As mentioned above, there is an upper limit for the residual chlorine concentration in treated sewage water that is discharged into rivers. When the residual chlorine concentration of the treated water from the chlorine contact waterway 1 exceeds a threshold value, the residual chlorine high detection section detects this and outputs a residual chlorine high alarm to the output device.

以上、説明したように、本実施例によれば、制御偏差の
過大と過注入と残留塩素高を監視し、異常があれば警報
を出力するので、塩素注入処理ンステムの信頼性が向上
する利点がある。
As explained above, according to this embodiment, excessive control deviation, excessive injection, and high residual chlorine are monitored, and an alarm is output if there is an abnormality, so the reliability of the chlorine injection treatment system is improved. There is.

1−1 .発明の効果 以上説明したように、本発明では、薬液注入水路の出口
側の下水処理水に残留する薬液成分を残留’tR度検出
部により検出し、この薬液成分残留濃度検出値をフィー
ドバンクして薬液の過注入を検出し、警報を通知する。
1-1. Effects of the Invention As explained above, in the present invention, the residual 'tR degree detection section detects the chemical components remaining in the treated sewage water on the outlet side of the chemical injection channel, and feeds the detected value of the residual concentration of the chemical components. detects overfilling of chemical solution and issues an alarm.

したかって薬液注入制御系の誤差や故障により、薬液の
過注入が発生した場合、これを正確かつ速やかに検出す
ることができ、薬液注入処理システムの信頼性が向上す
る利点がある。
Therefore, when over-injection of a chemical solution occurs due to an error or failure in the chemical solution injection control system, this can be detected accurately and quickly, which has the advantage of improving the reliability of the chemical solution injection processing system.

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

第1図は本発明の一実施例に係る塩素注入処理/ステム
の構成を示すブロック図、第2図は従来の塩素注入処理
システムの構成を示すブロック図である。 l・・・塩素接触水路、2・・・塩素注入機、3・・・
流量計、5・・注入量検出器、8・・・調節弁、1l・
・・比率設定部、12・・・突き合わせ部、 5・・残留塩素濃度推定値演算部、 l7・・・比較部。 外2名 調節部、 ・・遅延部、
FIG. 1 is a block diagram showing the configuration of a chlorine injection treatment/stem according to an embodiment of the present invention, and FIG. 2 is a block diagram showing the configuration of a conventional chlorine injection treatment system. l...Chlorine contact waterway, 2...Chlorine injection machine, 3...
Flow meter, 5...Injection amount detector, 8...Control valve, 1l...
...Ratio setting section, 12... Matching section, 5... Residual chlorine concentration estimated value calculation section, l7... Comparison section. Two-person outside adjustment department, ...delay department,

Claims (1)

【特許請求の範囲】[Claims] (1)消毒用の薬液を供給する薬液供給部と、この薬液
の供給量を検出し、薬液検出値を出力する薬液供給量検
出部と、供給された薬液を下水処理水に対し注入するた
めの薬液注入水路と、この薬液注入水路の入口側の下水
処理水の流量を検出し、下水処理水流量検出値を出力す
る下水処理水流量検出部と、下水処理水の流量検出値と
薬液注入比率と薬液供給量検出値から薬液供給量を演算
し、薬液供給量指示値を出力する薬液供給制御部とを備
え、薬液供給量指示値に基づいて薬液供給部を制御する
ものにおいて、 薬液濃度と下水処理水流量検出値と薬液供給量検出値に
基づいて薬液成分の残留濃度を演算し、薬液成分残留濃
度推定値を出力する残留濃度推定部と、 薬液の反応に要する時間に対応し、薬液成分残留濃度推
定値を遅延させる推定値遅延部と、薬液注入水路の出口
側の下水処理水に残留する薬液成分を検出し、薬液成分
残留濃度検出値を出力する残留濃度検出部と、 推定値遅延部により遅延された薬液成分残留濃度推定値
と薬液成分残留濃度検出値を比較し、後者が過大である
ときに警報を通知する残留濃度監視部と を設けたことを特徴とする下水処理水の消毒液過注入検
出装置。
(1) A chemical supply unit that supplies a disinfecting chemical, a chemical supply amount detection unit that detects the supplied amount of this chemical and outputs a detected value of the chemical, and a unit that injects the supplied chemical into the treated sewage water. A sewage treatment water flow rate detection unit that detects the flow rate of sewage treatment water on the inlet side of this chemical injection canal and outputs a detected sewage treatment water flow rate value, and a sewage treatment water flow rate detection unit that detects the sewage treatment water flow rate detection value and chemical injection. A chemical solution supply control section that calculates a chemical solution supply amount from the ratio and a chemical solution supply amount detection value and outputs a chemical solution supply amount instruction value, and controls the chemical solution supply section based on the chemical solution supply amount instruction value, wherein: and a residual concentration estimator that calculates the residual concentration of the chemical component based on the detected value of the sewage treatment water flow rate and the detected value of the chemical supply amount, and outputs the estimated value of the residual concentration of the chemical component; an estimated value delay unit that delays the estimated value of the residual concentration of the chemical liquid component; a residual concentration detection unit that detects the chemical liquid component remaining in the treated sewage water on the outlet side of the chemical liquid injection channel and outputs the detected value of the residual concentration of the chemical liquid component; A sewage treatment system comprising a residual concentration monitoring section that compares the estimated residual concentration of a chemical component delayed by the value delay section with the detected residual concentration of a chemical component, and notifies an alarm when the latter is excessive. Water disinfectant overfill detection device.
JP11449689A 1989-05-08 1989-05-08 Device for detecting overinjection of liquid disinfectant in sewage treatment Pending JPH02293090A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11449689A JPH02293090A (en) 1989-05-08 1989-05-08 Device for detecting overinjection of liquid disinfectant in sewage treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11449689A JPH02293090A (en) 1989-05-08 1989-05-08 Device for detecting overinjection of liquid disinfectant in sewage treatment

Publications (1)

Publication Number Publication Date
JPH02293090A true JPH02293090A (en) 1990-12-04

Family

ID=14639217

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11449689A Pending JPH02293090A (en) 1989-05-08 1989-05-08 Device for detecting overinjection of liquid disinfectant in sewage treatment

Country Status (1)

Country Link
JP (1) JPH02293090A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011122349A (en) * 2009-12-10 2011-06-23 Jfe Engineering Corp Reclaimed water and clean water production monitoring system
JP2014030780A (en) * 2012-08-01 2014-02-20 Miura Co Ltd Water treatment system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011122349A (en) * 2009-12-10 2011-06-23 Jfe Engineering Corp Reclaimed water and clean water production monitoring system
JP2014030780A (en) * 2012-08-01 2014-02-20 Miura Co Ltd Water treatment system

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