JP2001000960A - Control method of wastewater treatment - Google Patents

Control method of wastewater treatment

Info

Publication number
JP2001000960A
JP2001000960A JP11176940A JP17694099A JP2001000960A JP 2001000960 A JP2001000960 A JP 2001000960A JP 11176940 A JP11176940 A JP 11176940A JP 17694099 A JP17694099 A JP 17694099A JP 2001000960 A JP2001000960 A JP 2001000960A
Authority
JP
Japan
Prior art keywords
drainage
gate
pollution
building
opening
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
JP11176940A
Other languages
Japanese (ja)
Inventor
Kakuji Inomata
角次 猪股
Yoshio Hoshino
義雄 星野
Shinji Kato
信次 加藤
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.)
Hitachi Cable Ltd
Original Assignee
Hitachi Cable 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 Hitachi Cable Ltd filed Critical Hitachi Cable Ltd
Priority to JP11176940A priority Critical patent/JP2001000960A/en
Publication of JP2001000960A publication Critical patent/JP2001000960A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To perfectly prevent the outflow of polluted water to a buffer basin and general rivers by issuing the closing command of a buffer basin on-off gate, the opening command of a polluted wastewater flow dividing on-off gate and the closing command of a buffer basin outlet on-off gate at an operation arriving time. SOLUTION: A gate on-off estimation controller operates the arrival time of polluted water to a buffer basin inlet on-off gate 50 from the received flow velocity of wastewater and the distance from the preliminarily inputted position of the wastewater pollution detector 12 of a building I or the waste water pollution detector 22 of a building II to the buffer basin inlet on-off gate 50 and issues not only a closing command to the buffer basin inlet on-off gate 50 but also an opening command to a polluted wastewater flow dividing on-off gate 40 immediately before the arrival time and issues a closing command to a buffer basin outlet on-off gate 53 in order to perfectly prevent the outflow to general rivers 70.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は排水処理の制御方法
に関するものである。
The present invention relates to a method for controlling wastewater treatment.

【0002】[0002]

【従来の技術】近年の企業では地域環境を汚染しないこ
とが不可欠である。
2. Description of the Related Art In recent years, it is essential for companies not to pollute the local environment.

【0003】このような企業環境問題の一つに工場排水
問題がある。
One of such corporate environmental problems is a factory drainage problem.

【0004】一般に、工場の最終排水口からの排水は一
般河川や下水道を汚染するものであってはならない。
In general, wastewater from the final drain of a factory must not contaminate general rivers and sewers.

【0005】図3は、従来の排水処理の制御方法を示し
たブロック図てある。
FIG. 3 is a block diagram showing a conventional method for controlling wastewater treatment.

【0006】図3において10は建屋I、11は建屋I
側排水路、20は建屋II、21は建屋II側排水路、31
は建屋I・建屋II集合排水路、32は建屋I・建屋II集
合排水汚濁検出器、40は汚濁排水分流開閉ゲート、4
1は汚濁水分流排水路、42は汚濁水分流処理池、50
は緩衝池入口開閉ゲート、51は緩衝池、52は緩衝池
排水路、53は緩衝池出口開閉ゲート、61は汚濁検出
警報装置、70は一般河川である。
In FIG. 3, reference numeral 10 denotes a building I, and 11 denotes a building I.
Side drainage channel, 20 is Building II, 21 is Building II side drainage channel, 31
Is a building I / building II collective drainage channel, 32 is a building I / building II collective drainage pollution detector, 40 is a polluted drainage diversion gate
1 is a polluted water flow drainage channel, 42 is a polluted water flow treatment pond, 50
Is a buffer pond entrance opening / closing gate, 51 is a buffer pond, 52 is a buffer pond drainage channel, 53 is a buffer pond exit opening / closing gate, 61 is a pollution detection alarm device, and 70 is a general river.

【0007】さて、仮に建屋I10から誤って汚濁水が
排出されたときには、まず建屋I・建屋IIにおける汚濁
検出器12、22がその汚濁を検出する。
[0007] If polluted water is erroneously discharged from the building I10, first, the pollution detectors 12, 22 in the buildings I and II detect the pollution.

【0008】次に、その建屋I・建屋IIにおける汚濁検
出器12、22は環境監視員がいる汚濁検出警報装置6
1へ汚濁検出信号を送信する。
Next, the pollution detectors 12 and 22 in the building I and the building II are provided with a pollution detection alarm device 6 having an environmental monitor.
1 to transmit a contamination detection signal.

【0009】次に、汚濁検出信号を受信した汚濁検出警
報装置61は警報を発する。
Next, the contamination detection alarm device 61 which has received the contamination detection signal issues an alarm.

【0010】次に、その汚濁検出警報装置61からの警
報を聞いた環境監視員は、まず一般河川に通じる緩衝池
出口開閉ゲート53を閉じる。
Next, the environmental observer who has heard the alarm from the pollution detection / alarm device 61 first closes the buffer pond exit opening / closing gate 53 leading to the general river.

【0011】次に、環境監視員は緩衝池入口開閉ゲート
50を閉じると共に汚濁排水分流開閉ゲート40を解放
して汚濁水分流排水路41を介して汚濁水分流処理池4
2へ分流させる。
Next, the environmental observer closes the buffer pond entrance opening / closing gate 50 and releases the polluted drainage diversion opening / closing gate 40 to cause the polluted water flow treatment pond 4 to pass through the polluted water drainage channel 41.
Divide into 2.

【0012】次に、環境監視員は汚濁水分流処理池42
へ分流した汚濁水の浄化処理を行う。例えば、酸性度が
上がった汚濁水のときにはアルカリ水溶液を入れて中和
し、逆にアルカリ度が上がった汚濁水のときには酸水溶
液を入れて中和する。
Next, the environmental observer operates the polluted water flow treatment pond 42.
Purification treatment of polluted water diverted to For example, when the polluted water has an increased acidity, an alkaline aqueous solution is added to neutralize the polluted water, and when the polluted water has an increased alkalinity, the acid aqueous solution is added to neutralize the polluted water.

【0013】更に、環境監視員は汚濁水発生源の建屋I
10の関係者に通報し、汚濁水流出を食い止める措置を
取らせる。
[0013] Furthermore, the environmental observer is the building I of the source of polluted water.
Notify 10 officials and take measures to stop polluted water spills.

【0014】これらの措置は迅速且つ連携的に行われ
る。
These measures are taken quickly and cooperatively.

【0015】[0015]

【発明が解決しようとする課題】上記のように従来の排
水処理の制御方法では汚濁検出警報装置61から発した
警報を聞いた環境監視員は、まず緩衝池出口開閉ゲート
53や緩衝池入口開閉ゲート50まで急行し、直ちにそ
れらのゲートを閉じると共に汚濁排水分流開閉ゲート4
0を解放して汚濁水分流排水路41を介して汚濁水分流
処理池42へ分流するようになっている。
As described above, in the conventional method for controlling wastewater treatment, the environmental monitor who has heard the alarm issued from the pollution detection alarm device 61 firstly operates the buffer pond outlet opening / closing gate 53 or the buffer pond inlet opening / closing. Rush to gate 50, immediately close those gates and open / close gate 4
0 is released and the water is diverted to a polluted water flow treatment pond 42 via a polluted water flow drain 41.

【0016】しかしながら従来の排水処理の制御方法で
は、一連の作業を環境監視員が行うため警報を聞き逃し
て大きな公害問題を発生させたり、また各処理作業にタ
イムラグが生じたりして種々なトラブルが発生するとい
う難点があった。
However, in the conventional method of controlling wastewater treatment, since a series of operations are performed by an environmental monitor, a large pollution problem may occur due to overlooking an alarm, and various lags may occur due to a time lag in each treatment operation. However, there is a drawback that the problem occurs.

【0017】例えば、汚濁検出警報装置61から発した
警報を聞いた環境監視員は直ちに緩衝池51の周辺へ急
行して必要な措置を取るが、この際環境監視員は汚濁水
がどの位置まできているかが不明である。そこで、環境
監視員は汚濁水が入って来ない段階で先走って汚濁排水
分流開閉ゲート40を解放し、その結果汚濁水でない通
常の排水を大量に汚濁水分流排水路41を介して汚濁水
分流処理池42へ分流してしまうこと等が発生する。こ
のようなときのために汚濁水分流処理池42は必要以上
に大きな池にしなければならない。
For example, an environmental monitor who has heard the alarm issued from the pollution detection / alarm device 61 immediately rushes to the vicinity of the buffer basin 51 and takes necessary measures. It is unknown whether it is done. Therefore, the environmental monitor opens the polluted drainage diversion opening / closing gate 40 at a stage where polluted water does not enter, and as a result, a large amount of ordinary drainage that is not polluted water flows through the polluted water drainage channel 41 through the polluted water drainage channel 41. For example, the flow may be diverted to the treatment pond 42. For such a case, the polluted water flow treatment pond 42 must be an unnecessarily large pond.

【0018】また逆に、既に汚濁水が緩衝池51まで入
ってしまったときには、緩衝池51について大規模な浄
化処理を行う必要がある。更に酷いときには、汚濁水が
緩衝池出口開閉ゲート53を越えて一般河川70へ流出
してしまい、地域公害問題を引き起こすことになる。
Conversely, when the polluted water has already entered the buffer pond 51, it is necessary to perform a large-scale purification process on the buffer pond 51. In the worst case, the polluted water flows out of the buffer pond outlet opening / closing gate 53 into the general river 70, causing a local pollution problem.

【0019】本発明はかかる点に立って為されたもので
あって、その目的とするところは前記した従来技術の欠
点を解消し、仮に工場内の建屋等より汚濁水が流出した
としても迅速且つ自動的に緩衝池入口開閉ゲートを閉じ
ると共に汚濁排水分流開閉ゲートを開いて汚濁水を汚濁
水分流排水路を介して汚濁水分流処理池へ分流でき、そ
れによって汚濁水を緩衝池及び一般河川への流出を完全
に食い止めることができる排水処理の制御方法を提供す
ることにある。
The present invention has been made in view of such a point, and an object of the present invention is to solve the above-mentioned drawbacks of the prior art, and to quickly perform even if polluted water flows out of a building or the like in a factory. In addition, the buffer pond entrance opening / closing gate is automatically closed and the polluted drainage diversion flow opening / closing gate is opened, so that the polluted water can be diverted to the polluted water flow treatment pond via the polluted water flow drainage channel, whereby the polluted water can be buffered and the general river. It is an object of the present invention to provide a method for controlling wastewater treatment that can completely prevent the outflow to the wastewater.

【0020】[0020]

【課題を解決するための手段】本発明の要旨とするとこ
ろは、建屋排水路に建屋排水汚濁検出器と排水流速検出
器とを設置し、且つ該建屋排水汚濁検出器が汚濁を検出
したときに該排水流速検出器で排水の流速を検出させて
該流速検出信号をゲート開閉予測制御コントローラーに
送信させ、且つ該ゲート開閉予測制御コントローラーに
汚濁水が前記建屋排水汚濁検出器から緩衝池入口開閉ゲ
ートまで到達する時間を演算させると共に該演算到達時
間に前記緩衝池入口開閉ゲートの閉じ命令、前記汚濁排
水分流開閉ゲートの開き命令及び緩衝池出口開閉ゲート
の閉じ命令を出させるように自動制御することを特徴と
する排水処理の制御方法にある。
The gist of the present invention resides in that a building drainage pollution detector and a drainage flow velocity detector are installed in a building drainage channel, and the building drainage pollution detector detects pollution. The drainage flow rate detector detects the flow rate of the drainage water, and sends the flow rate detection signal to the gate opening / closing prediction control controller. Automatically control so as to calculate the time to reach the gate and to issue an instruction to close the buffer pond entrance opening / closing gate, an instruction to open the polluted drainage diversion opening / closing gate, and an instruction to close the buffer pond exit opening / closing gate at the calculated arrival time. The present invention provides a method for controlling wastewater treatment.

【0021】本発明において排水汚濁検出器の位置から
緩衝池入口開閉ゲートまでの距離が、予めゲート開閉予
測制御コントローラーへ入力されていることが好まし
い。
In the present invention, it is preferable that the distance from the position of the wastewater pollution detector to the opening / closing gate of the buffer pond is previously input to the gate opening / closing prediction controller.

【0022】[0022]

【発明の実施の形態】次に、本発明の排水処理の制御方
法の一実施例を図面により説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of a method for controlling wastewater treatment according to the present invention will be described with reference to the drawings.

【0023】図1は、本発明の排水処理の制御方法の一
実施例を示した全体ブロック図である。
FIG. 1 is an overall block diagram showing an embodiment of a method for controlling wastewater treatment according to the present invention.

【0024】また、図2は図1の部分拡大ブロック図で
ある。
FIG. 2 is a partially enlarged block diagram of FIG.

【0025】図1及び図2において10は建屋I、11
は建屋I側排水路、12は建屋I排水汚濁検出器、13
は建屋I排水流速検出器、20は建屋II、21は建屋II
側排水路、22は建屋II排水汚濁検出器、23は建屋II
排水流速検出器、31は建屋I・建屋II集合排水路、3
2は建屋I・建屋II集合排水汚濁検出器、40は汚濁排
水分流開閉ゲート、41は汚濁水分流排水路、42は汚
濁水分流処理池、50は緩衝池入口開閉ゲート、51は
緩衝池、52は緩衝池排水路、53は緩衝池出口開閉ゲ
ート、60はゲート開閉予測制御コントローラー、61
は汚濁検出警報装置、70は一般河川である。
1 and 2, reference numeral 10 denotes a building I, 11
Is a drainage channel on the building I side, 12 is a detector on the drainage contamination of the building I, 13
Is Building I drainage flow velocity detector, 20 is Building II, 21 is Building II
Side drainage channel, 22 is Building II drainage pollution detector, 23 is Building II
Drainage flow velocity detector, 31 is a drainage channel for Building I and Building II, 3
2 is a building I / building II collective drainage pollution detector, 40 is a polluted drainage diversion opening / closing gate, 41 is a polluted water flow drainage channel, 42 is a polluted water flow treatment pond, 50 is a buffer pond entrance opening / closing gate, 51 is a buffer pond, 52 is a buffer reservoir drainage channel, 53 is a buffer reservoir outlet opening / closing gate, 60 is a gate opening / closing prediction control controller, 61
Is a pollution detection alarm device, and 70 is a general river.

【0026】即ち、本発明の排水処理の制御方法の一実
施例では、工場内の建屋I10の建屋I側排水路11に
は建屋I排水汚濁検出器12、建屋I排水流速検出器1
3を設置する。同様に、建屋II20の建屋II側排水路2
1には建屋II排水汚濁検出器22、建屋II排水流速検出
器23を設置する。ここにおいて建屋I排水汚濁検出器
12、建屋II排水汚濁検出器22等は、pH検出器、油
検出器、水質汚濁検出器等である。これらの建屋I排水
汚濁検出器12、建屋II排水汚濁検出器22は排水の汚
染を常時監視するものである。
That is, in one embodiment of the method for controlling wastewater treatment according to the present invention, a building I drainage pollution detector 12 and a building I drainage flow velocity detector 1 are provided in a building I side drainage channel 11 of a building I10 in a factory.
3 is installed. Similarly, the drainage channel 2 on the building II side of the building II20
1 is provided with a Building II drainage pollution detector 22 and a Building II drainage flow velocity detector 23. Here, the building I wastewater pollution detector 12, the building II wastewater pollution detector 22, and the like are a pH detector, an oil detector, a water pollution detector, and the like. The building I wastewater pollution detector 12 and the building II wastewater pollution detector 22 constantly monitor wastewater pollution.

【0027】即ち、本発明の排水処理の制御方法の一実
施例では、まず建屋I排水汚濁検出器12若しくは建屋
II排水汚濁検出器22、又はこれら両者が排水の汚濁を
検出する。
That is, in one embodiment of the wastewater treatment control method of the present invention, first, the building I wastewater pollution detector 12 or the building
II The wastewater pollution detector 22, or both, detects wastewater pollution.

【0028】次に、建屋I排水流速検出器13若しくは
建屋II排水流速検出器23、又はこれら両者はこの排水
汚濁検出信号を受信したときにおける排水の流速を読み
出し、その排水の流速をゲート開閉予測制御コントロー
ラー60へ送信する。ここにおいてゲート開閉予測制御
コントローラー60は、パソコン、シーケンサー、演算
コンピューター、表示装置等の一つ又はこれらの二つ以
上の組み合わせ物である。
Next, the building I drainage flow velocity detector 13 and / or the building II drainage flow velocity detector 23, or both of them, read the flow velocity of the waste water when receiving the drainage contamination detection signal, and predict the flow velocity of the waste water by opening and closing the gate. Transmit to control controller 60. Here, the gate opening / closing prediction controller 60 is a personal computer, a sequencer, an arithmetic computer, a display device, or the like, or a combination of two or more of them.

【0029】次に、ゲート開閉予測制御コントローラー
60は、この受信した排水の流速と予め入力してある建
屋I排水汚濁検出器12若しくは建屋II排水汚濁検出器
22の位置から緩衝池入口開閉ゲート50までの距離と
から汚濁水が緩衝池入口開閉ゲート50へ到達する時間
を演算する。
Next, the gate opening / closing prediction controller 60 determines the buffer pool entrance opening / closing gate 50 from the received drainage flow rate and the position of the building I drainage pollution detector 12 or the building II drainage pollution detector 22 which has been input in advance. Then, the time required for the polluted water to reach the buffer pond entrance opening / closing gate 50 is calculated from the distance up to the distance.

【0030】次に、到達時間を演算したゲート開閉予測
制御コントローラー60は、その到達時間の直前に緩衝
池入口開閉ゲート50へ閉じ命令を出すと共に汚濁排水
分流開閉ゲート40へ開き命令を出し、しかも一般河川
70への流出を完全に食い止めるために緩衝池出口開閉
ゲート53へ閉じ命令を出すように制御する。
Next, the gate opening / closing prediction controller 60 having calculated the arrival time issues a closing command to the buffer pond entrance opening / closing gate 50 and an opening command to the polluted wastewater diversion opening / closing gate 40 immediately before the arrival time. In order to completely stop the outflow to the general river 70, control is performed so as to issue a closing command to the buffer pond outlet opening / closing gate 53.

【0031】ここにおいて、汚濁排水分流開閉ゲート4
0への開き命令により汚濁水は汚濁水分流排水路41を
介して汚濁水分流処理池42へ分流する。それから、汚
濁水分流処理池42では自動的又は人為的に必要な浄化
処理を行い、きれいな排水としてから図示しない廃水管
を介して緩衝池51へ流すようになっている。
Here, the polluted drainage diversion gate 4
In response to the instruction to open to zero, the polluted water is diverted to the polluted water treatment pond 42 via the polluted water flow drain 41. Then, in the polluted water flow treatment pond 42, a necessary purification treatment is performed automatically or artificially so that the waste water is discharged into the buffer pond 51 via a waste water pipe (not shown) as clean waste water.

【0032】なお、これら一連の浄化処理が完了すれば
ゲート開閉予測制御コントローラー60は各ゲートへ元
の状態に戻すように命令を出すようになっている。
When a series of these purification processes is completed, the gate opening / closing prediction control controller 60 issues a command to each gate to return to the original state.

【0033】即ち、建屋I排水汚濁検出器12若しくは
建屋II排水汚濁検出器22、又はこれら両者が排水の汚
濁を検出しなくなったら、ゲート開閉予測制御コントロ
ーラー60は警報解除命令を出し、且つその時の排水の
流速を建屋I排水流速検出器13若しくは建屋II排水流
速検出器23、又はこれら両者を介して読み込み、緩衝
池入口開閉ゲート50へ到達する時間を演算する。
That is, when the building I drainage pollution detector 12 or the building II drainage pollution detector 22, or both of them, no longer detects the pollution of the wastewater, the gate opening / closing prediction control controller 60 issues a warning canceling instruction, The drainage flow rate is read via the building I drainage flow velocity detector 13 or the building II drainage flow velocity detector 23, or both, and the time required to reach the buffer pond entrance opening / closing gate 50 is calculated.

【0034】次に、到達時間を演算したゲート開閉予測
制御コントローラー60は、その到達時間の直後に緩衝
池入口開閉ゲート50へ開き命令を出すと共に汚濁排水
分流開閉ゲート40へ閉じ命令を出し、更に一般河川7
0への流出できるように緩衝池出口開閉ゲート53へ開
き命令を出すように制御する。
Next, the gate opening / closing prediction controller 60 having calculated the arrival time issues an opening command to the buffer pond entrance opening / closing gate 50 immediately after the arrival time and issues a closing command to the polluted drainage diversion opening / closing gate 40. General river 7
Control is performed so as to open to the buffer pond outlet opening / closing gate 53 so as to be able to flow out to 0 and to issue a command.

【0035】本発明の排水処理の制御方法の一実施例で
はこのように構成してあることから汚濁水による環境汚
染を完全に防止でき、且つその制御を無人で行うことが
でき、しかも汚濁水分流処理池42の大きさも必要最小
限に小さくできるものである。
In one embodiment of the method for controlling wastewater treatment according to the present invention, environmental pollution due to polluted water can be completely prevented and the control can be performed unattended. The size of the diversion treatment pond 42 can be reduced to the minimum necessary.

【0036】[0036]

【発明の効果】本発明の排水処理の制御方法によれば、
汚濁水による環境汚染を完全に防止でき且つその制御を
無人で行うことができ、しかも汚濁水分流処理池の大き
さも必要最小限に小さくできるものであり、工業上有用
である。
According to the wastewater treatment control method of the present invention,
Environmental pollution due to polluted water can be completely prevented, the control thereof can be performed unattended, and the size of the polluted water flow treatment pond can be reduced to the minimum necessary, which is industrially useful.

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

【図1】本発明の排水処理の制御方法の一実施例を示し
た全体ブロック図である。
FIG. 1 is an overall block diagram showing an embodiment of a method for controlling wastewater treatment according to the present invention.

【図2】図1の部分拡大ブロック図である。FIG. 2 is a partially enlarged block diagram of FIG. 1;

【図3】従来の排水処理の制御方法を示したブロック図
てある。
FIG. 3 is a block diagram illustrating a conventional method of controlling wastewater treatment.

【符号の説明】[Explanation of symbols]

10 建屋I 11 建屋I側排水路 12 建屋I排水汚濁検出器 13 建屋I排水流速検出器 20 建屋II 21 建屋II側排水路 22 建屋II排水汚濁検出器 23 建屋II排水流速検出器 31 建屋I・建屋II集合排水路 32 建屋I・建屋II集合排水汚濁検出器 40 汚濁排水分流開閉ゲート 41 汚濁水分流排水路 42 汚濁水分流処理池 50 緩衝池入口開閉ゲート 51 緩衝池 52 緩衝池排水路 53 緩衝池出口開閉ゲート 60 ゲート開閉予測制御コントローラー 61 汚濁検出警報装置 70 一般河川 Reference Signs List 10 Building I 11 Building I side drainage channel 12 Building I drainage pollution detector 13 Building I drainage flow velocity detector 20 Building II 21 Building II side drainage channel 22 Building II drainage pollution detector 23 Building II drainage flow velocity detector 31 Building I Building II Collective Drainage 32 Building I / Building II Collective Drainage Pollution Detector 40 Pollution Drainage Divide Open / Close Gate 41 Pollution Moisture Drainage 42 Pollution Moisture Flow Treatment Pond 50 Buffer Buffer Entrance Open / Close Gate 51 Buffer Pond 52 Buffer Pond Drainage 53 Buffer Pond exit opening / closing gate 60 Gate opening / closing predictive control controller 61 Pollution detection alarm 70 General river

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】工場内の複数の建屋から排出された排水を
該複数の建屋の建屋排水路を介して集合排水路へ集合さ
せ、次にその集合した排水を大きな緩衝池に流し、そし
て前記集合排水路に設置してある排水汚濁検出器が汚濁
を検出しないうちは緩衝池出口開閉ゲートを開いて前記
緩衝池より排水のオバーフロー分ずつ一般河川へ流し続
けるようにし、また前記排水汚濁検出器が汚濁を検出し
たときには該排水汚濁検出器の検出信号に基づいて緩衝
池入口開閉ゲートを閉じると共に汚濁排水分流開閉ゲー
トを開けて汚濁水分流排水路を介して汚濁水分流処理池
へ分流させるようにする排水処理の制御方法において、
前記建屋排水路に建屋排水汚濁検出器と排水流速検出器
とを設置し、且つ該建屋排水汚濁検出器が汚濁を検出し
たときに該排水流速検出器で排水の流速を検出させて該
流速検出信号をゲート開閉予測制御コントラーに送信さ
せ、且つ該ゲート開閉予測制御コントローラーに汚濁水
が前記建屋排水汚濁検出器から緩衝池入口開閉ゲートま
で到達する時間を演算させると共に該演算到達時間に前
記緩衝池入口開閉ゲートの閉じ命令、前記汚濁排水分流
開閉ゲートの開き命令及び緩衝池出口開閉ゲートの閉じ
命令を出させるように自動制御することを特徴とする排
水処理の制御方法。
The wastewater discharged from a plurality of buildings in a factory is collected into a collecting drainage through a building drainage channel of the plurality of buildings, and then the collected wastewater flows into a large buffer pond. As long as the drainage pollution detector installed in the collecting drainage channel does not detect pollution, open the buffer pond outlet opening and closing gate to continue flowing the overflow from the buffer pond to the general river by the overflow amount of the drainage, and the drainage pollution detector When detecting the pollution, based on the detection signal of the wastewater pollution detector, the buffer pond entrance opening / closing gate is closed, and the pollution drainage diversion opening / closing gate is opened, and the water is diverted to the polluted water flow treatment pond via the polluted water flow drainage channel. In the method of controlling wastewater treatment,
A building drainage pollution detector and a drainage flow rate detector are installed in the building drainage channel, and when the building drainage pollution detector detects pollution, the drainage flow rate detector detects the flow rate of wastewater to detect the flow rate. A signal is transmitted to the gate opening / closing prediction control controller, and the gate opening / closing prediction control controller is caused to calculate a time required for the polluted water to reach from the building drainage pollution detector to the buffer pond entrance opening / closing gate. A method for controlling wastewater treatment, wherein automatic control is performed so as to issue an instruction to close an entrance opening / closing gate, an instruction to open the pollution drainage diversion opening / closing gate, and an instruction to close a buffer pond exit opening / closing gate.
【請求項2】排水汚濁検出器の位置から緩衝池入口開閉
ゲートまでの距離が、予めゲート開閉予測制御コントロ
ーラーへ入力されていることを特徴とする請求項1記載
の排水処理の制御方法。
2. The method for controlling wastewater treatment according to claim 1, wherein the distance from the position of the wastewater pollution detector to the opening / closing gate of the buffer pond is input to the gate opening / closing prediction control controller in advance.
JP11176940A 1999-06-23 1999-06-23 Control method of wastewater treatment Pending JP2001000960A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11176940A JP2001000960A (en) 1999-06-23 1999-06-23 Control method of wastewater treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11176940A JP2001000960A (en) 1999-06-23 1999-06-23 Control method of wastewater treatment

Publications (1)

Publication Number Publication Date
JP2001000960A true JP2001000960A (en) 2001-01-09

Family

ID=16022408

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11176940A Pending JP2001000960A (en) 1999-06-23 1999-06-23 Control method of wastewater treatment

Country Status (1)

Country Link
JP (1) JP2001000960A (en)

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