JP2003166279A - Application device and application method of sewerage equipment - Google Patents

Application device and application method of sewerage equipment

Info

Publication number
JP2003166279A
JP2003166279A JP2001365670A JP2001365670A JP2003166279A JP 2003166279 A JP2003166279 A JP 2003166279A JP 2001365670 A JP2001365670 A JP 2001365670A JP 2001365670 A JP2001365670 A JP 2001365670A JP 2003166279 A JP2003166279 A JP 2003166279A
Authority
JP
Japan
Prior art keywords
water quality
sewer
sewage
water
storage facility
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.)
Granted
Application number
JP2001365670A
Other languages
Japanese (ja)
Other versions
JP3875545B2 (en
Inventor
Takeshi Takemoto
剛 武本
Naoki Hara
直樹 原
Shoji Watanabe
昭二 渡辺
Setsuo Saito
節雄 斉藤
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 Ltd
Original Assignee
Hitachi 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 Ltd filed Critical Hitachi Ltd
Priority to JP2001365670A priority Critical patent/JP3875545B2/en
Publication of JP2003166279A publication Critical patent/JP2003166279A/en
Application granted granted Critical
Publication of JP3875545B2 publication Critical patent/JP3875545B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To reduce a burden to a sewerage facilities influenced by adverse sewerage by effectively making use of rainwater storage facilities when the adverse sewerage breaks out. <P>SOLUTION: A water quality measuring means 5 measuring water quality of sewerage installed in a sewerage pipe line 1 at the upstream side is provided. When a water quality value higher than a standard value is detected from information of the water quality measuring means 5, a taking-in means 3 is opened by a control means 4 to instruct to store the sewerage in a storage equipment 2. <P>COPYRIGHT: (C)2003,JPO

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】本発明は下水道管路、管路に
併設された雨水貯留設備、ポンプ場などの下水処理設備
において、下水道管路内の下水を計測して機器や設備へ
の悪質な下水の流による機能の阻害を低減する運用装置
及び運用方法に関する。
TECHNICAL FIELD The present invention relates to a sewer pipe, a rainwater storage facility attached to the pipe, a sewage treatment facility such as a pumping station, and measures the sewage in the sewer pipe to make a bad influence on equipment and facilities. The present invention relates to an operation device and an operation method for reducing the inhibition of functions due to the flow of sewage.

【0002】[0002]

【従来の技術】下水道の利用者には排水の水質値を一定
の基準値以下にするように定められている。しかし、基
準を満たさない悪質な下水(以下、悪質下水)が下水道
管路に流入する場合があり、施設の損傷や機能を低下さ
せたり、或いは水処理機能を阻害し処理場からの放流水
質を悪化させる恐れがあった。悪質下水発生時の対策に
は、ポンプ場でポンプを停止し、管内貯留により希釈後
放流する方法や、終末処理場で処理水により希釈する方
法がある。
2. Description of the Related Art It is prescribed for users of sewerage to set the water quality value of wastewater to a certain standard value or less. However, malicious sewage that does not meet the standards (hereinafter referred to as malicious sewage) may flow into the sewer pipeline, which may damage the facility or reduce its function, or may interfere with the water treatment function to improve the quality of water discharged from the treatment plant. There was a fear of making it worse. Countermeasures when malicious sewage is generated include stopping the pump at the pump station, diluting it by storing it in the pipe, and discharging it, or diluting it with treated water at the terminal treatment plant.

【0003】一方、大雨時の浸水の防除や、降雨時の埃
や管路堆積物による汚濁物質の負荷低減を目的として、
地下調整池や雨水貯留管等の雨水貯留施設が建設されて
いる。雨水貯留施設は降雨時の雨水や下水が対象であ
り、悪質下水を対象とした運用はされていない。尚、排
水処理装置として特許番号第2,976,272号公報
を挙げることができる。
On the other hand, for the purpose of controlling inundation during heavy rain and reducing the load of pollutants due to dust and pipe deposits during rainfall,
Rainwater storage facilities such as underground reservoirs and rainwater storage pipes have been constructed. The rainwater storage facility is intended for rainwater and sewage at the time of rainfall, and is not operated for malicious sewage. In addition, as the wastewater treatment device, Patent No. 2,976,272 can be mentioned.

【0004】[0004]

【発明が解決しようとする課題】一般に下水道施設は運
転開始後、下水の流入を止めることなく処理しなくては
ならない。このため、施設の維持管理は重要である。維
持管理を適切に行うためには、悪質下水をなるべく上流
で早期発見、早期対処することが望ましい。
In general, sewerage facilities must treat sewage without stopping the inflow of sewage after the start of operation. Therefore, maintenance of the facility is important. In order to properly perform maintenance, it is desirable to detect and deal with malicious sewage as early as possible in the upstream.

【0005】しかし、従来の技術ではポンプ場や終末処
理場で悪質下水が発見された後に、ポンプ場や終末処理
場で対処するため、施設の損傷や機能が低下する恐れが
あった。
However, according to the conventional technique, after the malicious sewage is found at the pumping station or the terminal treatment plant, it is dealt with at the pumping station or the terminal treatment plant, so that there is a possibility that the facility may be damaged or its function may be deteriorated.

【0006】また、雨水貯留施設は豪雨時や長期間晴天
が続き下水道管路に堆積物が蓄積した場合、初期降雨が
下水道管路に流入した時に活用されているが、稼働率が
低いという問題があった。
Further, the rainwater storage facility is utilized when the initial rainfall flows into the sewerage line when heavy rainfall or long-term sunny weather accumulates sediment in the sewerage line, but the operating rate is low. was there.

【0007】本発明の目的は、悪質下水発生時に雨水貯
留施設を有効に活用し、悪質下水が及ぼす下水道設備へ
の負担を低減する下水道設備の運用装置を提供すること
にある。
An object of the present invention is to provide an operation device for sewerage facilities, which effectively utilizes the rainwater storage facility when a malicious sewerage occurs and reduces the burden on the sewerage facilities caused by the malicious sewerage.

【0008】[0008]

【課題を解決するための手段】前述の目的を達成するた
めに、本発明では、下水道管路の途中に設置された貯留
設備に下水を取込む取込み手段より、下水道管路内に設
置され水質計測手段からの情報により水質値が基準値以
上を検出すると、取込み手段を開放して下水を貯留設備
に流す指示を出す制御手段を設けることを特徴とする。
In order to achieve the above-mentioned object, in the present invention, the quality of water installed in the sewer pipeline is improved by the intake means for taking the sewage into the storage facility installed in the middle of the sewer pipeline. When the water quality value is detected to be equal to or higher than the reference value based on the information from the measuring means, the control means is provided to open the intake means and issue an instruction to flow the sewage to the storage facility.

【0009】また、下水道管路内に設置した水質を計測
する水質計測手段の情報からの水質値が基準値以上を検
出すると、取込み手段を開放して下水を貯留設備に貯留
水として貯える指示する制御手段と、水質計測手段より
上流側下水道管路内に設置された貯留水を下水道管路に
流す返送手段とを備え、制御手段により、返送手段から
の貯留水を下水に希釈放出する際に希釈水の水質値が基
準値以下に維持するように貯留水の流量を制御すること
を特徴とする。
Further, when the water quality value from the information of the water quality measuring means for measuring the water quality installed in the sewer pipeline is detected to be higher than the reference value, the intake means is opened to instruct the storage facility to store the sewage as stored water. A control means and a return means for flowing the stored water installed in the sewer pipeline upstream of the water quality measuring means to the sewer pipeline, and when the stored water from the return means is diluted and discharged into the sewer by the control means The feature is that the flow rate of the stored water is controlled so that the water quality value of the diluted water is maintained below the reference value.

【0010】更に、貯留設備内及び下水道管路内に水質
を計測する水質計測手段を夫々設置し、水質計測手段か
らの下水道管路内の水質値より貯留水の水質値の方が基
準値以下を検出すると、前記制御手段により、前記下水
の水質値が基準値以下になるように前記返送手段からの
貯留水を下水に希釈放出する際に希釈水の水質値が基準
値以下になるように貯留水の流量を制御することを特徴
とする。
Further, water quality measuring means for measuring water quality are installed in the storage facility and the sewer pipe, respectively, and the water quality value of the stored water is less than the standard value than the water quality value in the sewer pipe from the water quality measuring means. When detecting the, the control means, when diluting and releasing the stored water from the return means to sewage so that the water quality value of the sewage is below a reference value, so that the water quality value of the dilution water is below a reference value It is characterized by controlling the flow rate of stored water.

【0011】[0011]

【発明の実施の形態】(実施例1)図1に本発明の一実
施例における下水道設備の運用装置を示す。下水道管路
1と、下水道管路1内を流れる下水は、一時的に貯留可
能な地下調整池や雨水貯留管などからなる貯留設備2に
貯留水として貯える。下水道管路1内に貯留設備2が併
設されていない場合は、新たに下水を一時貯留できる施
設を設けてもよい。下水の下水道管路1から貯留設備2
への移送は可動式の堰などからなる取込み手段3を介し
て行われる。取込み手段3はマイクロコンピュータ等か
らなる制御手段4からの信号によって開閉が制御され
る。
BEST MODE FOR CARRYING OUT THE INVENTION (Embodiment 1) FIG. 1 shows an operation apparatus for sewerage equipment in an embodiment of the present invention. The sewer pipe 1 and the sewage flowing in the sewer pipe 1 are stored as stored water in a storage facility 2 including an underground regulating pond and a rainwater storage pipe that can be temporarily stored. When the storage facility 2 is not installed side by side in the sewer pipeline 1, a facility that can temporarily store sewage may be provided. Sewage sewer line 1 to storage facility 2
The transfer to (1) is carried out via the intake means 3 composed of a movable weir or the like. The opening and closing of the take-in means 3 is controlled by a signal from a control means 4 including a microcomputer or the like.

【0012】下水道管路1内の下水の水質を計測する水
質計測手段5が、取込み手段3よりも上流の下水道管路
1内に設置され、計測した水質情報を制御手段4に送
る。取込み手段3及び水質計測手段5から制御手段4へ
の信号の伝達は、下水道に整備されている光ファイバー
を利用するとよい。また、水質計測手段5はpH計、伝
導度計、油膜検知器、毒物センサー、温度計のいずれか
一台以上を用いるのが望ましい。
A water quality measuring means 5 for measuring the quality of the sewage in the sewer pipe 1 is installed in the sewer pipe 1 upstream of the intake means 3 and sends the measured water quality information to the control means 4. Transmission of signals from the intake unit 3 and the water quality measuring unit 5 to the control unit 4 may be performed by using an optical fiber provided in the sewer. Further, it is desirable that the water quality measuring means 5 uses at least one of a pH meter, a conductivity meter, an oil film detector, a poison sensor, and a thermometer.

【0013】次に、本発明の運用方法について説明す
る。
Next, the operation method of the present invention will be described.

【0014】本発明によると、制御手段4は水質計測手
段5からの水質情報を元に、下水の水質が予め設定した
水質値が基準値以上を検出すると、取込み手段3を制御
つまり開放して、下水を貯留設備2に貯留する。
According to the present invention, based on the water quality information from the water quality measuring means 5, the control means 4 controls or opens the intake means 3 when the water quality of the sewage has detected a preset water quality value or more. , Sewage is stored in the storage facility 2.

【0015】水質値が基準値以上とは、特定事業所の排
水基準などを参考にして設定されるが、この実施例で
は、水質値が基準値以上とは、悪質下水の流下による下
水道設備の損傷や機能の低下といった被害を生じること
を云う。またpH計を使用する場合には、上限値と下限
値との範囲内を基準値と称し、範囲外を水質値が基準値
以上と称する。上限値を逸脱した悪質下水を貯留設備2
に貯留することにより、悪質下水の流下による下水道設
備の損傷や機能の低下といった被害を防止できる。ま
た、降雨時以外に活用されていなかった雨水貯留施設を
有効に利用できる。 (実施例2)図2に本発明の他の実施例を示す。対象と
する流域内に下水道管路11、下水道管路12、下水道
管路13、下水道管路14の下水道管路があり、下水は
次第に合流しながらポンプ場6に流れる。ポンプ場6は
終末処理場であっても良い。各下水道管路には下水の水
量を計測する流量計測手段71、流量計測手段72、流
量計測手段73、流量計測手段74が設置されている。
各下水道管路の流量の情報は制御手段4に伝えられる。
The water quality value above the standard value is set by referring to the drainage standard of a specific establishment, etc. In this embodiment, the water quality value above the standard value means that the sewerage system is caused by the flow of malicious sewage. It is said to cause damage such as damage or deterioration of function. When a pH meter is used, the range between the upper limit value and the lower limit value is called the reference value, and the water quality value outside the range is called the reference value or more. Storage facility 2 for malicious sewage that deviates from the upper limit
By storing the wastewater in the sewage system, it is possible to prevent damage such as damage to the sewerage system and deterioration of the function due to the flow of malicious sewage. In addition, rainwater storage facilities that have not been used except during rainfall can be effectively used. (Embodiment 2) FIG. 2 shows another embodiment of the present invention. There are a sewer pipe 11, a sewer pipe 12, a sewer pipe 13 and a sewer pipe 14 in the target basin, and the sewer flows into the pumping station 6 while gradually confluent. The pumping station 6 may be a terminal treatment plant. Flow rate measuring means 71, flow rate measuring means 72, flow rate measuring means 73, and flow rate measuring means 74 for measuring the amount of sewage water are installed in each sewer pipe.
Information on the flow rate of each sewer pipe is transmitted to the control means 4.

【0016】また、下水道管路11には貯留設備2、取
込み手段3及び取込み手段3の上流に水質計測手段5が
設置されている。制御手段4は取込み手段3を水質計測
手段5と、流量計測手段71、流量計測手段72、流量
計測手段73及び流量計測手段74の情報によって制御
する。
Further, the sewer pipe 11 is provided with a storage facility 2, an intake means 3, and a water quality measuring means 5 upstream of the intake means 3. The control means 4 controls the intake means 3 by the information of the water quality measuring means 5, the flow rate measuring means 71, the flow rate measuring means 72, the flow rate measuring means 73 and the flow rate measuring means 74.

【0017】図2の実施例の制御フローは図3を用いて
説明すると、図3の水質計測手段5はpH計を使用して
いるので、上限値と下限値との範囲内を基準値と称し、
この範囲外を水質値が基準値以上となる。
The control flow of the embodiment of FIG. 2 will be described with reference to FIG. 3. Since the water quality measuring means 5 of FIG. 3 uses a pH meter, the range between the upper limit value and the lower limit value becomes the reference value. And
Outside this range, the water quality value is above the standard value.

【0018】制御手段4は水質計測手段5から下水の水
質情報Aを受け取る。制御手段4は水質情報Aが第1下
限値AL以上で、かつ第1上限値AH以下の範囲か判定
する。水質情報Aが上記範囲内の場合は終了する。尚、
貯留施設2に下水を貯留している場合は貯留を中止後に
終了する。
The control means 4 receives the sewage water quality information A from the water quality measuring means 5. The control means 4 determines whether the water quality information A is in the range of the first lower limit value AL or more and the first upper limit value AH or less. If the water quality information A is within the above range, the process ends. still,
When the sewage is stored in the storage facility 2, the storage is stopped and then terminated.

【0019】次に、水質情報Aが第1下限値AL以上
で、かつ第1上限値AH以下の範囲外の場合、制御手段
4は水質情報Aが第2下限値ALL以上で、かつ第2上
限値AHH以下の範囲か判定する。第2下限値ALLは
第1下限値ALより小さく、第2上限値AHHは第1上
限値AHよりも大きい。
Next, when the water quality information A is not less than the first lower limit value AL and not more than the first upper limit value AH, the control means 4 causes the water quality information A to be not less than the second lower limit value ALL and the second. It is determined whether the range is equal to or less than the upper limit value AHH. The second lower limit value ALL is smaller than the first lower limit value AL, and the second upper limit value AHH is larger than the first upper limit value AH.

【0020】水質情報Aが第2下限値ALL以上で、か
つ第2上限値AHH以下の範囲の場合、制御手段4はポ
ンプ場6に流達する水量(a)と、悪質下水の水量
(b)との流量比率Q(b/a)を算出し、流量比率Q
と流量基準値αとを比較する。ポンプ場6に流通する下
水の流量は、流量計測手段71、流量計測手段72、流
量計測手段73、流量計測手段74の計測値の合計から
得られる。
When the water quality information A is in the range of the second lower limit value ALL or more and the second upper limit value AHH or less, the control means 4 controls the amount of water flowing into the pumping station 6 (a) and the amount of malicious sewage (b). And calculate the flow rate ratio Q (b / a)
And the flow rate reference value α are compared. The flow rate of the sewage flowing through the pump station 6 is obtained from the sum of the measured values of the flow rate measuring means 71, the flow rate measuring means 72, the flow rate measuring means 73, and the flow rate measuring means 74.

【0021】また、悪質下水の流量は流量計測手段71
の計測値から得られる。制御手段4は流量比率Qが流量
基準値αより小さい場合に終了する。尚、貯留設備2に
下水を貯留している場合には、貯留を中止後に終了す
る。流量比率Qが流量基準値αより大きい場合、制御手
段4は取込み手段3を制御し、下水を貯留手段2に貯留
する。
The flow rate of malicious sewage is measured by the flow rate measuring means 71.
It is obtained from the measured value of. The control means 4 ends when the flow rate ratio Q is smaller than the flow rate reference value α. In addition, when sewage is stored in the storage facility 2, the storage is terminated and then terminated. When the flow rate ratio Q is larger than the flow rate reference value α, the control means 4 controls the intake means 3 to store the sewage in the storage means 2.

【0022】次に、水質情報Aが第2下限値ALL以上
で、かつ第2上限値AHH以下の範囲外の場合、制御手
段4はポンプ場6に流通する水量と、悪質下水の水量と
の流量比率Qを算出し、流量比率Qと流量基準値βとを
比較する。制御手段4は流量比率Qが流量基準値βより
小さい場合に終了する。
Next, when the water quality information A is above the second lower limit value ALL and below the second upper limit value AHH, the control means 4 divides the amount of water flowing through the pumping station 6 and the amount of malicious sewage. The flow rate ratio Q is calculated, and the flow rate ratio Q is compared with the flow rate reference value β. The control means 4 ends when the flow rate ratio Q is smaller than the flow rate reference value β.

【0023】尚、貯留設備2に下水を貯留している場合
には貯留を中止後に終了する。流量比率Qが流量基準値
βより大きい場合、制御手段4は取込み手段3を制御
し、下水を貯留手段2に貯留する。流量基準値αは流量
基準値βより小さい値とする。
When sewage is stored in the storage facility 2, the storage is stopped and the process ends. When the flow rate ratio Q is larger than the flow rate reference value β, the control means 4 controls the intake means 3 to store the sewage in the storage means 2. The flow rate reference value α is smaller than the flow rate reference value β.

【0024】また、下水道管路12、下水道管路13、
下水道管路14のいずれか一つ以上にポンプ場が設置さ
れている場合には、ポンプ場のポンプが制御手段4で制
御できるようにし、水質計測手段5の水質情報Aが第1
下限値AL以下で、かつ第1上限値AH以上になると、
ポンプ場のポンプ揚水量を増加する。ポンプ場6に流通
する水量(a)が増加するため、悪質下水を希釈でき
る。
Also, the sewer line 12, the sewer line 13,
When a pump station is installed in any one or more of the sewer pipelines 14, the pump of the pump station can be controlled by the control means 4, and the water quality information A of the water quality measuring means 5 is first.
If the lower limit value AL or less and the first upper limit value AH or more,
Increase the pumped water output at the pumping station. Since the amount of water (a) flowing through the pumping station 6 increases, the bad sewage can be diluted.

【0025】本発明によると、次の利点がある。 1)上限値や下限値を逸脱した悪質下水を貯留設備2に
貯留し、悪質下水の流通を防止でき、悪質下水の流下に
よる下水道設備の損傷や機能の低下といった被害を防止
できる。 2)降雨時以外に活用されていなかった雨水貯留施設を
有効利用できる。 3)悪質下水でも、ポンプ場施設6に達する前に、下水
の合流によって一定倍率以上に希釈される場合には貯留
を見送り、過度な貯留を防止できる。
The present invention has the following advantages. 1) It is possible to store malicious sewage that deviates from the upper limit value or the lower limit value in the storage facility 2 and prevent the distribution of the malicious sewage, and prevent damage such as damage to the sewer system or deterioration of the function due to the flow of the malicious sewage. 2) Rainwater storage facilities that have not been used except during rainfall can be effectively used. 3) Even for bad sewage, if it is diluted to a certain ratio or more by the confluence of the sewage before reaching the pumping station facility 6, the storage can be postponed and excessive storage can be prevented.

【0026】このように、図2では下水道管路1の水質
値が基準値以上であっても下水道管路12、下水道管路
13、下水道管路14の水質値が基準値以下であり、ポ
ンプ場施設6に流れる時には、全下水道管路の水質値が
基準値以下あれば、下水を貯留設備2に貯留することな
く、ポンプ場施設6に流す。つまり、制御手段4は取込
み手段3を作動しないように制御する。この場合、予め
下水道管路12〜14の下水が水質値の基準値以下であ
ることが判っている場合には、問題ないが、判らない場
合にはポンプ場施設6と連通している下水道管路内に水
質計測手段5Aを設置しておくことは云までもない。 (実施例3)図4に貯留した悪質下水を下水道管路1に
返送する機能を加えた実施例を示す。貯留設備2内の貯
留水を下水道管路1に返送するポンプなどからなる返送
手段8と、返送された貯留水の下水道管路1への出口と
なる貯留水排出口9が設けてある。返送手段8は制御手
段4からの信号により制御される。貯留水排出口9は水
質計測手段5の上流に設けてある。
As described above, in FIG. 2, even if the water quality value of the sewer pipe 1 is above the standard value, the water quality values of the sewer line 12, the sewer line 13, and the sewer line 14 are below the standard value, and the pump When the water quality value of all sewer pipes is equal to or less than the reference value when flowing to the site facility 6, the sewage is flown to the pump station facility 6 without being stored in the storage facility 2. That is, the control means 4 controls the intake means 3 so as not to operate. In this case, if it is known in advance that the sewage of the sewer lines 12 to 14 is below the standard value of the water quality value, there is no problem, but if it is not known, the sewer pipe communicating with the pumping station facility 6 It goes without saying that the water quality measuring means 5A is installed in the road. (Embodiment 3) FIG. 4 shows an embodiment in which a function of returning the stored malicious sewage to the sewer pipe 1 is added. A return means 8 including a pump or the like for returning the stored water in the storage facility 2 to the sewer pipe 1, and a stored water discharge port 9 serving as an outlet for the returned stored water to the sewer pipe 1. The return means 8 is controlled by the signal from the control means 4. The stored water discharge port 9 is provided upstream of the water quality measuring means 5.

【0027】本実施例は悪質下水が終息し、下水の貯留
を停止した後、貯留した悪質下水を下水道管路1内に流
れる下水で希釈する希釈水の処理方法である。本実施例
は悪質下水と下水の混合水が水質計測手段5を通過する
ので、水質計測手段5によって混合水の水質値が基準値
以下になるように制御手段4により監視している。
The present embodiment is a method of treating diluted water in which after the bad sewage ends and the storage of the sewage is stopped, the stored bad sewage is diluted with the sewage flowing in the sewer pipe 1. In this embodiment, since the mixed water of the bad sewage and the sewage passes through the water quality measuring means 5, the water quality measuring means 5 monitors the water quality value of the mixed water by the control means 4 so as to be equal to or lower than the reference value.

【0028】制御手段4は、水質計測手段5の水質情報
Aを受け取り、混合水の水質が予め設定した基準値内に
収まるように返送手段8の流量Fを制御し、悪質下水が
下水道管路1により排出されるのを防止する。
The control means 4 receives the water quality information A of the water quality measuring means 5 and controls the flow rate F of the returning means 8 so that the water quality of the mixed water falls within a preset reference value, and the malicious sewage is sewered. 1 to prevent discharge.

【0029】水質計測手段5にpH計を用いた場合に
は、基準値の下限値ALと上限値AHとの範囲を5.8
〜8.6に設定するとよい。それは、下限値ALを5.
8以下に下げるのは、酸性が強過ぎて下水処理場で使用
する微生物によって有機物を除去しているが、この微生
物が死んでしまうと共に、下流側で使用している金属を
劣化されるからである。また上限値AHが8.6以上に
する場合には、アルカリ性が強過ぎて前述と同様な欠点
を生じるからである。
When a pH meter is used as the water quality measuring means 5, the range between the lower limit value AL and the upper limit value AH of the reference value is 5.8.
It is recommended to set it to ~ 8.6. It has a lower limit AL of 5.
The reason for lowering to 8 or less is that the acidity is too strong and the organic substances are removed by the microorganisms used in the sewage treatment plant, but the microorganisms die and the metal used downstream is deteriorated. is there. Also, if the upper limit value AH is 8.6 or more, the alkalinity is too strong and the same drawbacks as described above occur.

【0030】図4の本実施例の制御フローを図5により
説明する。
The control flow of this embodiment shown in FIG. 4 will be described with reference to FIG.

【0031】先ず、ステップS1で制御手段4は返送手
段8を起動させ、貯留水の返送を開始する。返送手段8
の流量Fはなるべく小さい値にするとよい。
First, in step S1, the control means 4 activates the returning means 8 to start returning the stored water. Returning means 8
The flow rate F of is preferably set to a value as small as possible.

【0032】次に、ステップS2では、水質情報Aが下
限値AL以上で、かつ上限値AH以下の範囲か判定す
る。水質情報Aは返送した貯留水が水質計測手段5まで
達する時間の遅れを考慮するとよい。水質情報Aが下限
値AL以上で、かつ上限値AH以下の範囲内の場合に
は、ステップS3へ、範囲外の場合にはステップS7へ
移行する。
Next, in step S2, it is determined whether the water quality information A is in the range of the lower limit value AL or more and the upper limit value AH or less. For the water quality information A, it is advisable to consider the delay in the time when the returned stored water reaches the water quality measuring means 5. If the water quality information A is within the range of the lower limit value AL or more and the upper limit value AH or less, the process proceeds to step S3, and if it is out of the range, the process proceeds to step S7.

【0033】ステップS3では、流量Fが、最大流量F
H以下か判定する。流量Fが、最大流量FHに達したと
きは終了する。流量Fが最大流量FH以下の場合は、ス
テップ4に移行する。ステップS4では、流量Fを一定
量(△F)増加させ、ステップS5へ移行する。ステッ
プS5では、水質情報Aが下限値AL以上で、かつ上限
値AH以下の範囲か判定する。範囲内の場合には再びス
テップS3へ戻り、範囲外の場合にはステップ6へ移行
する。
In step S3, the flow rate F is the maximum flow rate F.
It is determined whether it is H or less. When the flow rate F reaches the maximum flow rate FH, the process ends. When the flow rate F is less than or equal to the maximum flow rate FH, the process proceeds to step 4. In step S4, the flow rate F is increased by a fixed amount (ΔF), and the process proceeds to step S5. In step S5, it is determined whether the water quality information A is in the range of the lower limit value AL or more and the upper limit value AH or less. If it is within the range, the process returns to step S3, and if it is out of the range, the process proceeds to step 6.

【0034】ステップS6では、流量Fを一定量(△
F)減少し、終了する。流量Fの減少量は、ステップS
4の増加量と等しくする。ステップS6ではステップS
4で増加した流量を元に戻したことになるので、水質は
下限値AL以上で、かつ上限値AH以下の範囲にでき
る。
In step S6, the flow rate F is kept constant (Δ
F) Decrease and end. The decrease amount of the flow rate F is determined by
It is equal to the increment of 4. In step S6, step S
Since the flow rate increased in 4 is returned to the original value, the water quality can be in the range of the lower limit value AL or more and the upper limit value AH or less.

【0035】ステップS7では流量Fが、最低流量FL
以上か判定する。流量Fが、最低流量FL以上の場合に
は、ステップS8へ、流量Fが、最低流量FLに達した
ときにステップS10へ移行する。
In step S7, the flow rate F is the minimum flow rate FL.
It is determined whether the above. When the flow rate F is equal to or higher than the minimum flow rate FL, the process proceeds to step S8, and when the flow rate F reaches the minimum flow rate FL, the process proceeds to step S10.

【0036】ステップS8では、流量Fを一定量(△
F)減少し、ステップS9へ移行する。ステップS9で
は、水質情報Aが下限値AL以上で、かつ上限値AH以
下の範囲か判定する。範囲内の場合には終了し、範囲外
の場合には再びステップS7に戻る。ステップS10で
は返送手段8を停止する。
In step S8, the flow rate F is kept constant (Δ
F) Decrease and shift to step S9. In step S9, it is determined whether the water quality information A is in the range of the lower limit value AL or more and the upper limit value AH or less. If it is within the range, the process ends, and if it is outside the range, the process returns to step S7. In step S10, the returning means 8 is stopped.

【0037】次いで、ステップS11では、貯留設備2
内に下水を一定量貯留する。最低流量FLでも合流水の
水質値が基準を満たさないので、下水を貯留し貯留設備
2内で悪質下水を希釈する。その後、再びステップS1
へ戻る。必要に応じて貯留設備2内に攪拌手段を設けて
もよい。
Next, in step S11, the storage facility 2
Store a certain amount of sewage inside. Since the water quality value of the combined water does not meet the standard even at the minimum flow rate FL, the sewage is stored and the malicious sewage is diluted in the storage facility 2. Then, step S1 again
Return to. A stirring means may be provided in the storage facility 2 as needed.

【0038】下水の流量や水質は変化するので、混合水
が水質値の基準値を満足するためには混合水の流量Fを
適宜変更する必要がある。このため、本制御フローは、
返送開始時だけでなく、返送中も定期的に実施するとよ
い。尚、返送中はステップS2から実行する。
Since the flow rate and the water quality of the sewage change, the flow rate F of the mixed water needs to be appropriately changed in order for the mixed water to satisfy the reference value of the water quality value. Therefore, this control flow is
It should be carried out not only at the start of return but also periodically during return. It should be noted that the process is performed from step S2 during the return.

【0039】このように、本発明によると、悪質下水発
生時には悪質下水を貯留施設2に貯留し、悪質下水終息
後には貯留した悪質下水と下水を、水質の基準値を満足
する流量比率で希釈しながら希釈水を放流できる。これ
により、悪質下水の流下による下水道設備の損傷や機能
の低下といった被害を防止できる。また、降雨時以外に
活用されていなかった雨水貯留施設を有効利用できる。
As described above, according to the present invention, when the bad sewage occurs, the bad sewage is stored in the storage facility 2, and after the end of the bad sewage, the stored bad sewage and the sewage are diluted with a flow rate ratio satisfying the standard value of the water quality. While diluting water can be discharged. As a result, it is possible to prevent damage such as damage to sewer facilities and deterioration of functions due to the flow of malicious sewage. In addition, it is possible to effectively use rainwater storage facilities that were not used except during rainfall.

【0040】つまり、水質計測手段からの水質値が基準
値以下を検出すると、制御手段により、返送手段からの
貯留水の流量を下水の水質値を基準値に維持するように
制御して希釈水として放出する。
That is, when the water quality value from the water quality measuring means is detected to be equal to or lower than the reference value, the control means controls the flow rate of the stored water from the returning means so as to maintain the water quality value of the sewage at the reference value. To release as.

【0041】そして、返送手段8及び貯留水排出口9を
水質計測手段5の上流側の下水道管路1内に設置すれ
ば、貯留施設2の悪質下水が下水に混合した希釈水が基
準値であるかごうかを確実に1台の水質計測手段5で検
出できる。また希釈水が基準値以上を検出したら制御手
段5により取込み手段3を閉じて、基準値以上の希釈水
を再び下流に排水することなく、貯留施設2に留ること
ができるので、前述の効果を達成することが出来る。
If the return means 8 and the stored water discharge port 9 are installed in the sewer pipe 1 on the upstream side of the water quality measuring means 5, the diluted water in which the bad sewage of the storage facility 2 is mixed with the sewage has a standard value. Whether or not there is a cage can be reliably detected by one water quality measuring means 5. Further, when the dilution water detects the reference value or more, the control means 5 closes the intake means 3 and the dilution water having the reference value or more can be retained in the storage facility 2 without being drained downstream again. Can be achieved.

【0042】更に、下水道管路1内及び貯留設備2内に
水質を計測する水質計測手段5,5Aを夫々設置し、水
質計測手段5からの下水道管路内の水質値より、貯留水
質計測手段5Aにより貯留施設2における貯留水の水質
値の方が基準値以下を検出した場合には、制御手段4に
より、返送手段8からの貯留水の流量を下水の水質値が
基準値以下になるように制御して希釈水として放出すれ
ば、資源を有効に利用することが出来る。 (実施例4)図6に図4に類似する実施例を示す。本実
施例では貯留水排出口9が水質計測手段5の下流に設け
てある。また、貯留水排出口9の下流に水質計測手段5
1を設け、水質計測手段51の水質情報は、制御手段4
に送信される。水質計測手段51は水質計測手段5と同
じ計測器にすることが望ましい。
Further, water quality measuring means 5 and 5A for measuring the water quality are installed in the sewer pipe 1 and the storage facility 2, respectively, and the stored water quality measuring means is determined from the water quality value in the sewer pipe from the water quality measuring means 5. When the water quality value of the stored water in the storage facility 2 is detected to be lower than the standard value by 5A, the control means 4 controls the flow rate of the stored water from the returning means 8 so that the water quality value of the sewage becomes lower than the standard value. If controlled and released as dilution water, resources can be used effectively. (Embodiment 4) FIG. 6 shows an embodiment similar to FIG. In this embodiment, the stored water discharge port 9 is provided downstream of the water quality measuring means 5. Further, the water quality measuring means 5 is provided downstream of the stored water discharge port 9.
1 is provided, and the water quality information of the water quality measuring means 51 is the control means 4
Sent to. The water quality measuring means 51 is preferably the same measuring device as the water quality measuring means 5.

【0043】本実施例では悪質下水と下水の混合水の水
質を水質計測手段51によって監視する。制御手段4は
混合水の水質が予め設定した基準値内に収まるように返
送手段8を制御し、悪質下水の流通を防止できる。本実
施例のフローは図5に示した水質情報Aを水質計測手段
51から受取ることで同様の機能を実行できる。 (実施例5)図7の実施例では、貯留施設2内に薬剤を
供給するための薬剤供給手段20が設けてある。薬剤供
給手段20は制御手段4からの信号により制御される。
貯留施設2内には貯留水の水質を計測する貯留水質計測
手段21が設けてある。貯留水質計測手段21の水質情
報は制御手段4に伝えられる。貯留水質計測手段21は
水質計測手段5と同様の計測器を用いるのが望ましい。
また、必要に応じて貯留施設2内を攪拌する手段を設け
てもよい。
In this embodiment, the water quality measuring means 51 monitors the quality of the mixed water of the bad sewage and the sewage. The control means 4 controls the returning means 8 so that the water quality of the mixed water falls within a preset reference value, and can prevent the distribution of malicious sewage. The flow of this embodiment can execute the same function by receiving the water quality information A shown in FIG. 5 from the water quality measuring means 51. (Embodiment 5) In the embodiment of FIG. 7, a drug supply means 20 for supplying a drug is provided in the storage facility 2. The drug supply means 20 is controlled by a signal from the control means 4.
In the storage facility 2, a stored water quality measuring means 21 for measuring the quality of stored water is provided. The water quality information of the stored water quality measuring means 21 is transmitted to the control means 4. As the stored water quality measuring means 21, it is desirable to use the same measuring device as the water quality measuring means 5.
Moreover, you may provide the means to stir the inside of the storage facility 2 as needed.

【0044】制御手段4は水質計測手段5からの水質情
報を元に、下水の水質が予め設定した上限値以上、また
は下限値以下になった場合、取込み手段3を制御し、下
水を貯留設備2に貯留する。次に、制御手段4は薬剤供
給手段20で薬剤を注入する。制御手段4は貯留水質計
測手段21の水質情報が予め設定した下限値と上限値と
の範囲内になった場合、薬剤供給手段20の薬剤供給を
停止する。次に、制御手段4は返送手段8を起動し、貯
留施設2内の貯留水を下水道管路1に返送する。
Based on the water quality information from the water quality measuring unit 5, the control unit 4 controls the intake unit 3 to control the intake unit 3 when the quality of the sewage is equal to or higher than the preset upper limit value or lower than the preset lower limit value. Store in 2. Next, the control means 4 injects the medicine with the medicine supply means 20. The control means 4 stops the medicine supply of the medicine supply means 20 when the water quality information of the stored water quality measuring means 21 falls within the range between the preset lower limit value and upper limit value. Next, the control means 4 activates the return means 8 to return the stored water in the storage facility 2 to the sewer pipe 1.

【0045】本発明によると、悪質下水を一時的に貯留
施設2に貯留し、悪質下水を貯留施設2内で薬剤による
処理を実施後、下水道管路1に返送でき、悪質下水の流
下による下水道設備の損傷や機能の低下といった被害を
防止できる。また、降雨時以外に活用されていなかった
雨水貯留施設を有効に利用できる。
According to the present invention, the malicious sewage can be temporarily stored in the storage facility 2, the malicious sewage can be returned to the sewer line 1 after being treated with the chemical in the storage facility 2, and the sewage resulting from the flow of the malicious sewage. It is possible to prevent damage such as equipment damage and functional deterioration. In addition, rainwater storage facilities that have not been used except during rainfall can be effectively used.

【0046】更に、悪質下水を貯留施設2内で薬剤によ
る処理後、悪質下水が基準値以下になれば、基準値以下
の下水は下水道管路1を流れる基準値以上の下水を希釈
する希釈水として再利用することができる。更に、薬剤
供給手段20から投下された薬剤は貯留施設2と取込み
手段3との間を連通する連絡管2A内の下水と一緒に流
通するようにすれば、薬剤は下水により良く撹拌される
ので、攪拌する手段を設けることなく、薬剤量を減少す
ることができる。 (実施例6)図8に実施例1から実施例5に用いた水質
計測手段5の洗浄方法を示す。地面81Aに雨水採取口
81が設けられている。雨水採取口81はフィルタなど
を介して雨水を採取する。採取された雨水は雨水タンク
82に貯められる。洗浄手段83は雨水タンク82内の
雨水を用いて水質計測手段5を洗浄する。雨水タンク8
2の雨水量の情報は洗浄手段制御装置84に伝えられ
る。洗浄手段制御装置84は洗浄手段83を制御する。
Further, after the treatment of the malicious sewage in the storage facility 2 with the chemical, if the malicious sewage falls below the reference value, the sewage below the reference value is diluted water that dilutes the sewage above the reference value flowing through the sewer line 1. Can be reused as Further, if the medicine dropped from the medicine supply means 20 is allowed to flow together with the sewage in the communication pipe 2A that communicates between the storage facility 2 and the intake means 3, the medicine is well stirred by the sewage. The amount of drug can be reduced without providing a stirring means. (Embodiment 6) FIG. 8 shows a cleaning method of the water quality measuring means 5 used in Embodiments 1 to 5. A rainwater collection port 81 is provided on the ground 81A. The rainwater collecting port 81 collects rainwater through a filter or the like. The collected rainwater is stored in the rainwater tank 82. The cleaning means 83 cleans the water quality measuring means 5 using the rainwater in the rainwater tank 82. Rainwater tank 8
The information on the amount of rainwater 2 is transmitted to the cleaning means controller 84. The cleaning means controller 84 controls the cleaning means 83.

【0047】水質計測手段5は長期間安定して計測する
ことが望まれている。そのためには、定期的な洗浄が有
効である。しかし、下水道管路内では、洗浄に適する水
を確保することが困難である。
It is desired that the water quality measuring means 5 stably measure for a long period of time. To that end, regular cleaning is effective. However, it is difficult to secure water suitable for cleaning in the sewer pipeline.

【0048】そこで、本発明では地表に降った雨水を用
いて水質計測手段5を定期的に洗浄する。本発明によ
り、実施例1から実施例5に用いた水質計測手段5が定
期的に洗浄でき、悪質下水を検知する機能を維持でき
る。 (実施例7)図9に本発明のフローチャートを示す。
Therefore, in the present invention, the water quality measuring means 5 is regularly cleaned using rainwater that has fallen on the ground surface. According to the present invention, the water quality measuring means 5 used in the first to fifth embodiments can be regularly cleaned and the function of detecting malicious sewage can be maintained. (Embodiment 7) FIG. 9 shows a flowchart of the present invention.

【0049】まず、下水採取分析工程91では、悪質下
水検知時に下水道管路内の下水を採取する。水質計測手
段とともに採取器を設置するとよい。採取した下水は、
水質計測手段よりも多くの項目について分析するとよ
い。
First, in the sewage collection / analysis step 91, the sewage in the sewer pipe is sampled when a malicious sewage is detected. A sampling device should be installed together with the water quality measuring means. The collected sewage is
It is better to analyze more items than the water quality measurement method.

【0050】次に、悪質下水原因物質特定工程92で
は、下水採取分析工程91で得られた水質情報と、悪質
下水が検知されていない下水の水質情報と比較し、悪質
下水の原因物質を推定する。
Next, in the malicious sewage causative substance identification step 92, the water quality information obtained in the sewage collection and analysis step 91 is compared with the sewage water quality information in which no malicious sewage has been detected to estimate the causative agent of the malicious sewage. To do.

【0051】次に、発生源推定手段である発生源特定工
程93では、データベース94から、悪質下水の検出地
点の上流にある事業所の、1)水質汚濁防止法の特定事
業所情報、2)PRTR情報などを参照し、悪質下水原
因物質特定工程92で推定した原因物質と同様の物質を
排出する恐れのある事業所を抽出する。
Next, in the source identification step 93, which is the source estimation means, from the database 94, 1) Information on specific establishments under the Water Pollution Control Law of establishments upstream of the detection point of malicious sewage, 2) By referring to the PRTR information and the like, the business establishments that may release the same substance as the causative substance estimated in the malicious sewerage causative substance identification step 92 are extracted.

【0052】また、水質計測手段の上流に採水器を複数
設け、悪質下水の発生時に採水することで、悪質下水の
発生源の範囲を限定でき、悪質下水の発生源の推定精度
を向上することが出来る。
Further, by providing a plurality of water sampling devices upstream of the water quality measuring means and collecting water at the time of occurrence of malicious sewage, the range of sources of malicious sewage can be limited and the estimation accuracy of the source of malicious sewage can be improved. You can do it.

【0053】このように本発明では、悪質下水の発生源
を推定できるため、発生源に対する指導及び是正措置を
講じることで、悪質下水の再発を防止でき、悪質下水の
流下による下水道設備の損傷や機能の低下といった被害
を防止できる。
As described above, in the present invention, since the source of malicious sewage can be estimated, it is possible to prevent the recurrence of malicious sewage by instructing the source and taking corrective action. It is possible to prevent damage such as deterioration of function.

【0054】[0054]

【発明の効果】以上のように、本発明によると、悪質下
水発生時に雨水貯留施設を有効に活用し、悪質下水が及
ぼす下水道設備への負荷を低減する運用方法及び運用装
置を提供できる。
As described above, according to the present invention, it is possible to provide an operation method and an operation apparatus that effectively utilize a rainwater storage facility when a malicious sewage occurs and reduce the load of the sewage on the sewer system.

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

【図1】本発明の一実施例である下水道施設の運用装置
を示す図である。
FIG. 1 is a diagram showing an operation device of a sewerage facility which is an embodiment of the present invention.

【図2】本発明の他の実施例による下水道施設の運用装
置を示す図である。
FIG. 2 is a diagram showing an operation device of a sewerage facility according to another embodiment of the present invention.

【図3】図2の運転制御における工程を示したフロー図
である。
FIG. 3 is a flowchart showing steps in the operation control of FIG.

【図4】本発明の他の実施例による下水道施設の運用装
置を示す図である。
FIG. 4 is a diagram showing an operation device of a sewerage facility according to another embodiment of the present invention.

【図5】図4の運転制御における工程を示したフロー図
である。
FIG. 5 is a flowchart showing steps in the operation control of FIG.

【図6】本発明の他の実施例による下水道施設の運用装
置を示す図である。
FIG. 6 is a diagram showing an operation device of a sewerage facility according to another embodiment of the present invention.

【図7】本発明の他の実施例による下水道施設の運用装
置を示す図である。
FIG. 7 is a diagram showing an operation device of a sewerage facility according to another embodiment of the present invention.

【図8】本発明の洗浄機能を設けた下水道施設の運用装
置を示す図である。
FIG. 8 is a diagram showing an operation device of a sewer facility provided with the cleaning function of the present invention.

【図9】本発明の発生源を特定する工程を示したフロー
図である。
FIG. 9 is a flowchart showing a process of identifying a generation source of the present invention.

【符号の説明】[Explanation of symbols]

1…下水道管路、11,12,13,14…下水道管
路、2…貯留施設、3…取込み手段、4…制御手段、5
…水質計測手段、6…ポンプ場、8…返送手段、9…貯
留水排出手段、20…薬剤供給手段、21…貯留水質計
測手段、51…水質計測手段、71…流量計測手段、7
2…流量計測手段、73…流量計測手段、74…流量計
測手段、81…雨水採取口、82…雨水タンク、83…
洗浄手段、84…洗浄手段制御装置、91…下水採取分
析工程、92…悪質下水原因物質特定工程、93…発生
源推定工程、94…データベース。
1 ... Sewer line, 11,12,13,14 ... Sewer line, 2 ... Storage facility, 3 ... Intake means, 4 ... Control means, 5
... Water quality measuring means, 6 ... Pump station, 8 ... Returning means, 9 ... Stored water discharging means, 20 ... Chemical supply means, 21 ... Stored water quality measuring means, 51 ... Water quality measuring means, 71 ... Flow rate measuring means, 7
2 ... Flow rate measuring means, 73 ... Flow rate measuring means, 74 ... Flow rate measuring means, 81 ... Rainwater collecting port, 82 ... Rainwater tank, 83 ...
Cleaning means, 84 ... Cleaning means control device, 91 ... Sewage collection and analysis step, 92 ... Malicious sewage-causing substance identification step, 93 ... Source estimation step, 94 ... Database.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 渡辺 昭二 茨城県日立市大みか町七丁目2番1号 株 式会社日立製作所電力・電機開発研究所内 (72)発明者 斉藤 節雄 茨城県日立市大みか町七丁目2番1号 株 式会社日立製作所電力・電機開発研究所内 Fターム(参考) 2D063 AA00 AA03    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Shoji Watanabe             2-12-1 Omika-cho, Hitachi-shi, Ibaraki Prefecture             Ceremony Company Hitachi, Ltd. (72) Inventor Setsuo Saito             2-12-1 Omika-cho, Hitachi-shi, Ibaraki Prefecture             Ceremony Company Hitachi, Ltd. F term (reference) 2D063 AA00 AA03

Claims (13)

【特許請求の範囲】[Claims] 【請求項1】 下水道管路と、前記下水道管路に流れる
下水を貯留する貯留設備と、前記下水道管路の途中に設
置された前記貯留設備に下水を取込む取込み手段とを備
えた下水道設備の運用装置において、上流側下水道管路
内に設置された下水の水質を計測する水質計測手段と、
前記水質計測手段からの水質値が基準値以上を検出する
と、前記取込み手段を開放して下水を貯留設備に貯える
指示を出す制御手段とを備えていることを特徴とする下
水道設備の運用装置。
1. A sewer system comprising a sewer pipeline, a storage facility for storing the sewage flowing in the sewer pipeline, and an intake means for taking the sewage into the storage facility installed in the middle of the sewer pipeline. In the operation device of, the water quality measuring means for measuring the water quality of the sewage installed in the upstream sewer pipe,
An operation device for sewer equipment, comprising: a control means for opening the intake means and issuing an instruction to store sewage in a storage facility when the water quality value from the water quality measuring means is detected to be equal to or higher than a reference value.
【請求項2】 下水道管路と、前記下水道管路に流れる
下水を貯留する貯留設備と、前記下水道管路の途中に設
置された前記貯留設備に下水を取込む取込み手段とを備
えた下水道設備の運用装置において、水道管路内に設置
された水質を計測する水質計測手段と、前記水質計測手
段からの水質値が基準値以上を検出すると、前記取込み
手段を開放して下水を貯留設備に貯留水として貯える指
示を出す制御手段と、前記貯留水を下水道管路に流す返
送手段とを備え、前記制御手段は、前記返送手段からの
貯留水を下水に希釈放出する際に希釈水の水質値が基準
値以下を維持するように貯留水の流量を制御すること特
徴とする下水道設備の運用装置。
2. A sewer system comprising a sewer pipeline, a storage facility for storing the sewage flowing in the sewer pipeline, and a means for taking the sewage into the storage facility installed in the middle of the sewer pipeline. In the operation device of, the water quality measuring means for measuring the water quality installed in the water pipe, and when the water quality value from the water quality measuring means detects a reference value or more, the intake means is opened and the sewage is stored in the storage facility. Control means for issuing an instruction to store as stored water, and return means for flowing the stored water into the sewer pipe, the control means, the water quality of the diluted water when the stored water from the return means is diluted and released into the sewage. An operation device for sewer facilities, characterized in that the flow rate of stored water is controlled so that the value remains below the reference value.
【請求項3】 下水道管路と、前記下水道管路に流れる
下水を貯留する貯留設備と、前記下水道管路の途中に設
置された前記貯留設備に下水を取込む取込み手段とを備
えた下水道設備の運用装置において、水道管路内に設置
された水質を計測する水質計測手段と、前記水質計測手
段からの水質値が基準値以上を検出すると、前記取込み
手段を開放して下水を貯留設備に貯留水として貯える指
示を出す制御手段と、前記水質計測手段より上流側下水
道管路内に設置された貯留水を下水道管路に流す返送手
段とを備え、前記制御手段は、前記返送手段からの貯留
水を下水に希釈放出する際に希釈水の水質値が基準値以
下を維持するように貯留水の流量を制御することを特徴
とする下水道設備の運用装置。
3. A sewer system comprising a sewer pipeline, a storage facility for storing the sewage flowing in the sewer pipeline, and an intake means for taking the sewage into the storage facility installed in the middle of the sewer pipeline. In the operation device of, the water quality measuring means for measuring the water quality installed in the water pipe, and when the water quality value from the water quality measuring means detects a reference value or more, the intake means is opened and the sewage is stored in the storage facility. Control means for issuing an instruction to store as stored water, and a return means for flowing the stored water installed in the sewer pipeline upstream from the water quality measuring means to the sewer pipeline, the control means, from the return means An apparatus for operating sewerage, wherein the flow rate of stored water is controlled so that the water quality value of the diluted water is maintained below a reference value when the stored water is diluted and released into the sewer.
【請求項4】 下水道管路と、前記下水道管路に流れる
下水を貯留する貯留設備と、前記下水道管路の途中に設
置された前記貯留設備に下水を取込む取込み手段とを備
えた下水道設備の運用装置において、前記貯留設備内及
び下水道管路内に設置された水質を計測する水質計測手
段と、上流側下水道管路内に貯留水を流す返送手段と、
前記取込み手段を開放して下水を貯留設備に貯留水とし
て貯える指示を出す制御手段とを備え、前記水質計測手
段で下水道管路内の水質値より前記貯留水の水質値の方
が基準値以下を検出すると、前記返送手段からの貯留水
を下水に希釈放出する際に希釈水の水質値が基準値以下
になるように前記制御手段により、貯留水の流量を制御
することを特徴とする下水道設備の運用装置。
4. A sewer system comprising a sewer pipeline, a storage facility for storing the sewage flowing in the sewer pipeline, and an intake means for taking the sewage into the storage facility installed in the middle of the sewer pipeline. In the operation device of, the water quality measuring means for measuring the water quality installed in the storage facility and the sewer pipeline, and a returning means for flowing the stored water in the upstream sewer pipeline,
And a control means for opening the intake means and issuing an instruction to store sewage as storage water in a storage facility, wherein the water quality value of the stored water is less than a reference value than the water quality value in the sewer pipe in the water quality measurement means. When detecting, the flow rate of the stored water is controlled by the control means so that the water quality value of the diluted water becomes equal to or lower than a reference value when the stored water from the returning means is diluted and released into the sewage. Equipment operation equipment.
【請求項5】 前記返送手段からの貯留水を下水道管路
へ流す貯留水排出口を、水質計測手段より上流側下水道
管路内に設けることを特徴とする請求項2から4のいず
れか1項に記載の下水道設備の運用装置。
5. The stored water discharge port for flowing the stored water from the returning means to the sewer pipeline is provided in the sewer pipeline upstream of the water quality measuring means. The operation device of the sewer system according to the item.
【請求項6】 前記返送手段からの貯留水を下水道管路
へ流通する貯留水排出口を、前記取込み手段と水質計測
手段との間の下水道管路内に設けることを特徴とする請
求項2から4のいずれか1項に記載の下水道設備の運用
装置。
6. The stored water discharge port for circulating the stored water from the return means to the sewer pipeline is provided in the sewer pipeline between the intake means and the water quality measuring means. The operation device of the sewer facility according to any one of 1 to 4.
【請求項7】 貯留設備の貯留水の水質を計測する貯留
水質計測手段と、前記貯留設備内に薬剤を供給する薬剤
供給手段と、前記貯留水質計測手段の検出結果により薬
剤供給手段からの薬剤を貯留水の水質値が基準値以下に
なるように供給する指令を出する制御手段とを備えてい
ることを特徴とする2から4のいずれか1項に記載の下
水道設備の運用装置。
7. A stored water quality measuring means for measuring the quality of stored water in a storage facility, a drug supply means for supplying a drug into the storage facility, and a drug from the drug supply means based on a detection result of the stored water quality measuring means. And a control means for issuing a command to supply the stored water so that the water quality value of the stored water is equal to or lower than a reference value.
【請求項8】 前記下水道管路の途中に複数本の下水道
管路が連通し、これらの下水道管路の水質値が基準値以
下であるときには、制御手段により取込み手段を作動し
ないようにすることを特徴とする請求項1から7のいず
れか1項に記載の下水道設備の運用装置。
8. A plurality of sewer pipelines communicate with each other in the middle of the sewer pipeline, and when the water quality value of these sewer pipelines is below a reference value, the control means does not activate the intake means. The operation apparatus of the sewer facility according to any one of claims 1 to 7.
【請求項9】 前記水質計測手段はpH計、伝導度計、
油膜検知器、毒物センサー、温度計の少なくとも一台以
上を下水道管路内に設置することを特徴とする請求項1
から8のいずれか1項に記載の下水道設備の運用装置。
9. The water quality measuring means is a pH meter, a conductivity meter,
At least one or more of an oil film detector, a poison sensor, and a thermometer are installed in the sewer pipeline.
9. The operation device of the sewer facility according to any one of 1 to 8.
【請求項10】 地表の雨水を採取する雨水採取口と、
前記雨水採取口からの雨水を貯める雨水タンクと、前記
雨水タンクの雨水を用いて前記水質計測手段を洗浄する
洗浄手段と、前記洗浄手段を制御する洗浄手段制御装置
とを設けたことを特徴とする請求項1から9のいずれか
1項に記載の下水道設備の運用装。
10. A rainwater collection port for collecting rainwater on the surface of the earth,
A rainwater tank for storing rainwater from the rainwater collection port, a cleaning means for cleaning the water quality measuring means using the rainwater in the rainwater tank, and a cleaning means control device for controlling the cleaning means are provided. The operation equipment of the sewer facility according to any one of claims 1 to 9.
【請求項11】 前記下水道管路の設置情報、事業所の
排水が前記下水道管路に接続する位置情報、事業所の使
用薬品情報などを保有するデータベースと、前記データ
ベースと下水の水質情報を用いて発生源を推定する発生
源推定手段とを設けたことを特徴とする請求項1から1
0のいずれか1項に記載の下水道設備の運用装置。
11. A database that holds information on the installation of the sewer pipe, position information regarding the connection of wastewater to the sewer pipe to the sewer pipe, information on chemicals used by the business establishment, and the database and the water quality information of the sewage. A source estimating means for estimating the source is provided.
The operation device of the sewer facility according to any one of 0.
【請求項12】 下水道管路と、前記下水道管路に流れ
る下水を貯留する貯留設備と、前記下水道管路の途中に
設置された前記貯留設備に下水を取込む取込み手段とを
備えた下水道設備の運用方法において、前記取込み手段
より上流側下水道管路内に水質計測手段を設置し、前記
水質計測手段からの水質値が基準値以上を検出すると、
制御手段により取込み手段を開放して下水を貯留設備に
貯えることを特徴とする下水道設備の運用方法。
12. A sewer system comprising a sewer pipeline, a storage facility for storing the sewage flowing in the sewer pipeline, and a means for taking the sewage into the storage facility installed in the middle of the sewer pipeline. In the operation method of, when the water quality measuring means is installed in the sewer pipe upstream from the intake means, and the water quality value from the water quality measuring means detects a reference value or more,
A method for operating sewerage equipment, characterized in that the control means opens the intake means to store sewage in a storage facility.
【請求項13】 下水道管路と、前記下水道管路に流れ
る下水を貯留する貯留設備と、前記下水道管路の途中に
設置された前記貯留設備に下水を取込む取込み手段とを
備えた下水道設備の運用装置において、下水道管路内に
設置した下水の水質を計測する水質計測手段と、前記水
質計測手段からの水質値が基準値以上を検出すると、取
込み手段を開放して下水を貯留設備に貯える指示を出す
制御手段とを備え、前記水質計測手段としてpH計を使
用する際の前記基準値は5.8から8.6の範囲である
ことを特徴とする下水道設備の運用装置及びその運用方
法。
13. A sewer system comprising a sewer pipeline, a storage facility for storing the sewage flowing in the sewer pipeline, and a means for taking the sewage into the storage facility installed in the middle of the sewer pipeline. In the operation device of, the water quality measuring means for measuring the quality of the sewage installed in the sewer pipe, and when the water quality value from the water quality measuring means detects a reference value or more, the intake means is opened and the sewage is stored in the storage facility. And a control means for issuing a storing instruction, wherein the reference value when the pH meter is used as the water quality measuring means is in the range of 5.8 to 8.6 Method.
JP2001365670A 2001-11-30 2001-11-30 Sewerage equipment operation device and its operation method Expired - Fee Related JP3875545B2 (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2407102A (en) * 2003-10-14 2005-04-20 Quintin Anthony Murfin Drainage separator system
JP2006167654A (en) * 2004-12-17 2006-06-29 Tokyo Metropolis Monitor for water quality of sewage

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2407102A (en) * 2003-10-14 2005-04-20 Quintin Anthony Murfin Drainage separator system
GB2407102B (en) * 2003-10-14 2007-08-15 Quintin Anthony Murfin Polluted water effluent and rainfall separating drainage system
JP2006167654A (en) * 2004-12-17 2006-06-29 Tokyo Metropolis Monitor for water quality of sewage
JP4637560B2 (en) * 2004-12-17 2011-02-23 東京都下水道サービス株式会社 Sewer water quality monitoring device

Also Published As

Publication number Publication date
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