JP2003147844A - Method and device for controlling drain sterilizer - Google Patents

Method and device for controlling drain sterilizer

Info

Publication number
JP2003147844A
JP2003147844A JP2001347043A JP2001347043A JP2003147844A JP 2003147844 A JP2003147844 A JP 2003147844A JP 2001347043 A JP2001347043 A JP 2001347043A JP 2001347043 A JP2001347043 A JP 2001347043A JP 2003147844 A JP2003147844 A JP 2003147844A
Authority
JP
Japan
Prior art keywords
rainfall
amount
disinfection device
drainage
chemical
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
JP2001347043A
Other languages
Japanese (ja)
Other versions
JP3830807B2 (en
Inventor
Masao Ayukawa
正雄 鮎川
Hidekiyo Yoshida
秀潔 吉田
Hiromasa Kaihatsu
啓全 開発
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.)
Ebara Corp
Original Assignee
Ebara Corp
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 Ebara Corp filed Critical Ebara Corp
Priority to JP2001347043A priority Critical patent/JP3830807B2/en
Publication of JP2003147844A publication Critical patent/JP2003147844A/en
Application granted granted Critical
Publication of JP3830807B2 publication Critical patent/JP3830807B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A90/00Technologies having an indirect contribution to adaptation to climate change
    • Y02A90/10Information and communication technologies [ICT] supporting adaptation to climate change, e.g. for weather forecasting or climate simulation

Abstract

PROBLEM TO BE SOLVED: To provide a method and a device for controlling a drain sterilizer capable of predicting chemical loads, chemical consumption and a sterilizer startup time at a real time from rainfall information collected from measuring points fitted in a treatment district and measuring points fitted in the treatment district and an adjacent treatment district. SOLUTION: In the method for controlling the drain sterilizer sterilizing sewage in the treatment districts, sewage containing rainwater and drain containing rainwater or the like flowing down on a ground surface by chemicals, rainfall information is collected from the measuring points fitted in the treatment district X or the measuring points fitted in the treatment district X and the adjacent treatment districts A, B, C, D and E, a rainfall start time, the rainfall total amount and a rainfall duration time in the treatment district X are predicted from rainfall information, and the chemical loads 36a, the chemical consumption 36b and the drain sterilizer startup time 36c are predicted from the predicted rainfall start time, rainfall total amount and rainfall duration time and the drain sterilizer is controlled.

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、雨水を含む下
水及び地表を流下した雨水等を含む合流式下水道におけ
る排水を薬剤により消毒する排水消毒装置の制御方法及
び制御装置に関し、特に薬剤添加量、薬剤消費量及び消
毒装置運転開始時刻をリアルタイムにて予測するのに好
適な排水消毒装置の制御方法及び制御装置に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage disinfection device control method and control device for disinfecting wastewater in a combined sewer system including sewage, sewage containing rainwater, rainwater flowing down on the ground surface, etc. with a chemical agent, and more particularly, a chemical addition amount. The present invention relates to a control method and a control device for a drainage disinfection device, which is suitable for predicting a chemical consumption amount and a disinfection device operation start time in real time.

【0002】[0002]

【従来の技術】従来、この種の排水消毒装置の制御方法
としては、排水消毒装置を設置する処理場内に設けられ
た測定装置により、排水の流入量及び流入汚濁負荷、降
雨量、降雨強度を測定し、該測定した測定値から該排水
消毒装置に流入する排水中の大腸菌群数を推定して薬剤
の添加量を予測し制御していた。
2. Description of the Related Art Conventionally, as a control method of this kind of drainage disinfection device, a measuring device provided in a treatment plant in which the drainage disinfection device is installed is used to measure the inflow amount of wastewater, the inflow pollution load, the rainfall amount, and the rainfall intensity. The number of coliform bacteria in the wastewater flowing into the wastewater disinfecting apparatus was estimated from the measured value, and the amount of the drug added was predicted and controlled.

【0003】図1は、従来の排水消毒装置が消毒する排
水を収集する合流式下水管路網と処理地域を示す図であ
る。該処理地域X内で発生した下水、雨水を含む下水及
び地表を流下した雨水等の排水は、該処理地域X内に設
けられた下水管11に流入する。各下水管11に流入し
た排水は合流し、該合流した排水は直接処理場10に設
けられた排水消毒装置に流入するか又は各中継ポンプP
1、P2、P3により排水消毒装置に送水される。
FIG. 1 is a diagram showing a confluent sewer network for collecting wastewater to be disinfected by a conventional wastewater disinfection device and a treatment area. Drainage such as sewage generated in the treatment area X, sewage including rainwater, and rainwater flowing down on the surface of the ground flows into the sewage pipe 11 provided in the treatment area X. The wastewater that has flowed into each sewer pipe 11 merges, and the combined wastewater directly flows into the wastewater disinfection device provided in the treatment plant 10 or each relay pump P.
Water is sent to the drainage disinfection device by 1, P2 and P3.

【0004】しかしながら、従来の排水消毒装置の制御
方法では、下記〜のような問題があり、排水に含ま
れる大腸菌群の効率的な除去を行うことができないとい
う問題があった。
However, the conventional methods for controlling a drainage disinfection device have the following problems (1) to (5) and cannot efficiently remove coliform bacteria contained in the wastewater.

【0005】排水の流入量及び流入汚濁負荷、降雨
量、降雨強度の測定が同一処理場10内で行われてお
り、最終的な排水の流入総量及び流入汚濁負荷が予測で
きないため排水処理装置の薬剤消費量の予測ができな
い。
Since the inflow amount and inflow pollution load of the wastewater, the rainfall amount, and the rainfall intensity are measured in the same treatment plant 10, the final total inflow amount of the wastewater and the inflow pollution load cannot be predicted, so that Unable to predict drug consumption.

【0006】測定点が処理場10内の定点であるた
め、各測定値毎の時系列相関性及び測定値相互の相関性
を構築、検証するための時間を要する。
Since the measurement points are fixed points in the treatment plant 10, it takes time to construct and verify the time series correlation of each measurement value and the correlation between the measurement values.

【0007】降雨量、降雨強度などの降雨情報の測定
点と実際の降雨地域との相違から、降雨量と排水の流入
量及び水質の相関関係が取りにくい。
Due to the difference between the measurement points of rainfall information such as rainfall amount and rainfall intensity and the actual rainfall area, it is difficult to establish a correlation between the rainfall amount and the inflow amount of drainage and the water quality.

【0008】[0008]

【発明が解決しようとする課題】本発明は上述の点に鑑
みてなされたもので、上記従来技術の欠点を除去すべ
く、処理地域に設けられた測定点又は該処理地域及び隣
接する処理地域に設けられた測定点より収集された降雨
情報から、薬剤添加量、薬剤消費量及び消毒装置運転開
始時刻をリアルタイムにて予測することができる排水消
毒装置の制御方法及び制御装置を提供することを目的と
する。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and in order to eliminate the above-mentioned drawbacks of the prior art, a measurement point provided in a treatment area or the treatment area and an adjacent treatment area. It is possible to provide a control method and a control device for a drainage disinfection device, which can predict the amount of chemicals added, the amount of chemicals consumed, and the disinfection device operation start time in real time from rainfall information collected from measurement points provided in To aim.

【0009】[0009]

【課題を解決するための手段】上記課題を解決するため
請求項1に記載の発明は、処理地域内の下水、雨水を含
む下水及び地表を流下した雨水等を含む排水を薬剤によ
り消毒する排水消毒装置の制御方法において、処理地域
に設けられた測定点又は該処理地域及び隣接する処理地
域に設けられた測定点から降雨情報を収集し、降雨情報
から処理地域内における降雨開始時刻、降雨総量及び降
雨継続時間の予測を行い、該予測した降雨開始時刻、降
雨総量及び降雨継続時間から薬剤添加量、薬剤消費量及
び排水消毒装置運転開始時刻を予測し該排水消毒装置を
制御することを特徴とする。
In order to solve the above problems, the invention according to claim 1 disinfects wastewater containing sewage in the treatment area, sewage containing rainwater, rainwater flowing down on the ground surface, etc. by chemicals. In the control method of the disinfection device, rainfall information is collected from the measurement points provided in the treatment area or the measurement points provided in the treatment area and the adjacent treatment area, and from the rainfall information, the rainfall start time and the total amount of rainfall in the treatment area. And predicting the rainfall duration, and controlling the drainage disinfection device by predicting the amount of chemicals added, the amount of chemicals consumed, and the drainage disinfection device operation start time from the predicted rainfall start time, total rainfall amount, and rainfall continuation time. And

【0010】上記のよう排水消毒装置の制御方法は、処
理地域に設けられた測定点又は該処理地域及び隣接する
処理地域に設けられた測定点より収集された降雨情報か
ら処理地域内における降雨開始時刻、降雨総量及び降雨
継続時間の予測するので、薬剤添加量、薬剤消費量及び
排水消毒装置運転開始時刻をリアルタイムに予測するこ
とができる。
As described above, the method of controlling the drainage disinfection device is such that the start of rainfall in the treatment area is determined from the measurement points provided in the treatment area or the rainfall information collected from the measurement points provided in the treatment area and the adjacent treatment area. Since the time, the total amount of rainfall, and the duration of rainfall are predicted, the amount of chemicals added, the amount of chemicals consumed, and the drainage disinfection device operation start time can be predicted in real time.

【0011】請求項2に記載の発明は、処理地域内の下
水、雨水を含む下水及び地表を流下した雨水等を含む排
水を薬剤により消毒する排水消毒装置の制御装置におい
て、処理地域又は該処理地域及び隣接する処理地域の降
雨情報を測定する降雨情報測定手段と、降雨情報測定手
段により測定された降雨情報から処理地域内における降
雨開始時刻、降雨総量及び降雨継続時間の予測を行う降
雨情報予測処理手段と、降雨情報予測処理手段により予
測された降雨開始時刻、降雨総量及び降雨継続時間から
薬剤添加量、薬剤消費量及び排水消毒装置運転開始時刻
の予測を行う大腸菌群数予測処理手段を具備することを
特徴とする。
The invention according to claim 2 is a controller for a drainage disinfecting apparatus for disinfecting wastewater containing sewage in the treatment area, sewage containing rainwater, and rainwater flowing down on the surface with a chemical agent in the treatment area or the treatment area. Rainfall information measuring means for measuring rainfall information in the area and adjacent treatment areas, and rainfall information prediction for predicting rainfall start time, total rainfall amount and duration of rainfall in the treatment area from the rainfall information measured by the rainfall information measuring means. A processing means and a coliform group number prediction processing means for predicting a chemical addition amount, a chemical consumption amount, and a drainage disinfection device operation start time from the rainfall start time, the total rainfall amount, and the rainfall duration predicted by the rainfall information prediction processing means. It is characterized by doing.

【0012】上記のように排水消毒装置の制御装置は、
処理地域又は該処理地域及び隣接する処理地域の降雨情
報を測定する降雨情報測定手段と降雨情報から処理地域
内における降雨開始時刻、降雨総量及び降雨継続時間の
予測を行う降雨情報予測処理手段と降雨開始時刻、降雨
総量及び降雨継続時間から薬剤添加量、薬剤消費量及び
消毒装置運転開始時刻の予測を行う大腸菌群数予測処理
手段を具備するので、薬剤添加量、薬剤消費量及び排水
消毒装置運転開始時刻をリアルタイムに予測することが
できる。
As described above, the controller of the drainage disinfection device is
Rainfall information measuring means for measuring rainfall information of the treatment area or the treatment area and the adjacent treatment area, and rainfall information prediction processing means and rainfall for predicting rainfall start time, total amount of rainfall and rainfall duration within the treatment area from the rainfall information. Equipped with a processing unit for predicting the number of coliform bacteria, which predicts the drug addition amount, drug consumption amount, and disinfection device operation start time from the start time, total rainfall amount, and rainfall duration, so the drug addition amount, drug consumption amount, and drainage disinfection device operation The start time can be predicted in real time.

【0013】請求項3に記載の発明は、請求項2に記載
の排水消毒装置の制御装置において、降雨情報測定手段
により測定された降雨情報から排水消毒装置に流入する
排水の流入水量及び流入汚濁負荷を予測する地域特性シ
ミュレーション手段と該地域特性シミュレーション手段
により予測された流入水量及び流入汚濁負荷により薬剤
添加量、薬剤消費量及び排水消毒装置運転開始時刻の補
正をする予測値補正処理手段を具備することを特徴とす
る。
According to a third aspect of the present invention, in the control device for the drainage disinfection device according to the second aspect, the inflow water amount and the inflow pollution of the wastewater flowing into the drainage disinfection device from the rainfall information measured by the rainfall information measuring means. A regional characteristic simulation means for predicting a load and a predicted value correction processing means for correcting the amount of chemicals added, the amount of chemicals consumed, and the drainage disinfection device operation start time based on the inflow water amount and the inflow pollution load predicted by the regional characteristic simulation means. It is characterized by doing.

【0014】上記のよう地域特性シミュレーション手段
により予測された流入水量及び流入汚濁負荷により薬剤
添加量、薬剤消費量及び消毒装置運転開始時刻の補正を
する予測値補正処理手段を具備するので、該薬剤添加
量、薬剤消費量及び排水消毒装置運転開始時刻の予測を
さらに正確に行うことができる。
Since the predictive value correction processing means for correcting the amount of chemicals added, the amount of chemicals consumed, and the operation start time of the disinfecting device based on the inflow water amount and the inflow pollution load predicted by the regional characteristic simulation means as described above is provided. It is possible to more accurately predict the amount of addition, the amount of chemicals consumed, and the operation start time of the drainage disinfection device.

【0015】請求項4に記載の発明は、請求項2又は3
に記載の排水消毒装置の制御装置において、排水消毒装
置に流入する排水の流入水濁度を測定する濁度測定手段
を設け、降雨情報予測処理手段により予測された降雨開
始時刻、降雨総量及び降雨継続時間及び濁度測定手段に
より測定された流入水濁度から薬剤添加量、薬剤消費量
及び排水消毒装置運転開始時刻の予測を行うことを特徴
とする。
The invention according to claim 4 is the invention according to claim 2 or 3.
In the control device of the wastewater disinfection device described in, the turbidity measurement means for measuring the inflow turbidity of the wastewater flowing into the wastewater disinfection device is provided, and the rainfall start time, the total rainfall amount, and the rainfall predicted by the rainfall information prediction processing means. It is characterized in that the amount of chemicals added, the amount of chemicals consumed, and the operation start time of the drainage disinfection device are predicted from the duration and the turbidity of the inflow water measured by the turbidity measuring means.

【0016】上記のように降雨情報予測処理手段により
予測された降雨開始時刻、降雨総量及び降雨継続時間及
び濁度測定手段により測定された流入水濁度から薬剤添
加量、薬剤消費量及び消毒装置運転開始時刻を予測する
ので、該薬剤添加量、薬剤消費量及び排水消毒装置運転
開始時刻の予測をさらに正確に行うことができる。
As described above, the amount of chemicals added, the amount of chemicals consumed, and the disinfection device are calculated from the rainfall start time, the total amount of rainfall and the duration of rainfall predicted by the rainfall information prediction processing means, and the inflow turbidity measured by the turbidity measuring means. Since the operation start time is predicted, the chemical addition amount, the chemical consumption amount, and the drainage disinfection device operation start time can be predicted more accurately.

【0017】請求項5に記載の発明は、処理地域内の下
水、雨水を含む下水及び地表を流下した雨水等を含む排
水を薬剤により消毒する排水消毒装置の制御装置におい
て、処理地域又は該処理地域及び隣接する処理地域の降
雨情報を測定する降雨情報測定手段と、降雨情報測定手
段により測定された降雨情報から排水消毒装置に流入す
る排水の流入水量及び流入汚濁負荷を予測する地域特性
シミュレーション手段と、予め排水に対する薬剤添加率
を設定する薬剤添加率設定手段と、地域特性シミュレー
ション手段により予測された流入水量、流入汚濁負荷及
び薬剤添加率設定手段より設定された薬剤添加率から薬
剤添加量及び薬剤消費量の予測を行う薬剤添加量算出処
理手段を具備することを特徴とする。
According to a fifth aspect of the present invention, there is provided a drainage disinfecting apparatus control device for disinfecting wastewater containing sewage in a treatment area, sewage including rainwater, and rainwater flowing down on the surface with a chemical agent in the treatment area or the treatment area. Rainfall information measuring means for measuring rainfall information of the area and the adjacent treatment area, and area characteristic simulation means for predicting inflow water amount and inflow pollution load of drainage flowing into the drainage disinfection device from the rainfall information measured by the rain information measuring means And a chemical addition rate setting means for setting the chemical addition rate to the wastewater in advance, the inflow water amount predicted by the regional characteristic simulation means, the inflow pollution load and the chemical addition rate set by the chemical addition rate set by the chemical addition rate setting means It is characterized by comprising a drug addition amount calculation processing means for predicting the drug consumption amount.

【0018】上記のように処理地域又は該処理地域及び
隣接する処理地域の降雨情報を測定する降雨情報測定手
段と、降雨情報から排水消毒装置に流入する排水の流入
水量及び流入汚濁負荷を予測する地域特性シミュレーシ
ョン手段と、予め排水に対する薬剤添加率を設定する薬
剤添加率設定手段と、流入水量、流入汚濁負荷及び薬剤
添加率から薬剤添加量及び薬剤消費量の予測を行う薬剤
添加量算出処理手段を具備するので、薬剤添加量及び薬
剤消費量を簡単な構成でリアルタイムに予測することが
できる。
As described above, rainfall information measuring means for measuring rainfall information in the treatment area or the treatment area and the adjacent treatment area, and the inflow water amount and inflow pollution load of the wastewater flowing into the drainage disinfection device are predicted from the rainfall information. Regional characteristic simulation means, chemical addition rate setting means for setting the chemical addition rate to wastewater in advance, and chemical addition quantity calculation processing means for predicting chemical addition quantity and chemical consumption from the inflow water quantity, inflow pollution load and chemical addition rate Since it is equipped with, it is possible to predict the drug addition amount and the drug consumption amount in real time with a simple configuration.

【0019】請求項6に記載の発明は、請求項2乃至5
のいずれか1記載の排水消毒装置の制御装置において、
排水消毒装置が設置される処理施設における降雨量、降
雨強度、該排水消毒装置に流入する排水の流入水量、排
水消毒装置に供給される薬剤の薬剤供給量、排水消毒装
置から放流される放流水残留薬剤濃度を測定する実測値
測定手段を設け、実測値測定手段により測定された測定
値により薬剤添加量、薬剤消費量及び排水消毒装置運転
開始時刻の予測を補正する実測値補正処理手段を具備す
ることを特徴とする。
The invention according to claim 6 is the invention according to claims 2 to 5.
In the control device of the drainage disinfection device according to any one of 1,
Rainfall amount, rainfall intensity, inflow amount of wastewater flowing into the wastewater disinfection device, chemical supply amount of chemicals supplied to the wastewater disinfection device, discharge water discharged from the wastewater disinfection device in the treatment facility where the wastewater disinfection device is installed An actual measurement value measuring means for measuring the residual chemical concentration is provided, and an actual measurement value correction processing means for correcting the prediction of the chemical addition amount, the chemical consumption amount and the drainage disinfection device operation start time is provided by the measurement value measured by the actual measurement value measuring means. It is characterized by doing.

【0020】上記のように実測値測定手段により測定さ
れた測定値で薬剤添加量、薬剤消費量及び消毒装置運転
開始時刻の予測を補正する実測値補正処理手段を具備す
るので、該薬剤添加量、薬剤消費量及び排水消毒装置運
転開始時刻の予測をさらに正確に行うことができる。
As described above, since the actual value correction processing means for correcting the prediction of the chemical addition amount, chemical consumption and disinfection device operation start time by the measurement value measured by the measurement value measuring means is provided, the chemical addition amount In addition, it is possible to more accurately predict the chemical consumption and the drainage disinfection device operation start time.

【0021】[0021]

【発明の実施の形態】以下、本発明の実施の形態例を図
面に基いて説明する。図2は、本発明にかかる排水消毒
装置が消毒する排水を収集する合流式下水管路網と処理
地域及び隣接する処理地域を示す図である。同図に示す
ように、排水消毒装置を設置する処理場10の処理地域
Xの周囲には、同様の処理場を有する処理地域A、B、
C、D、Eが隣接して存在する。なお、本実施形態例に
おける合流式下水管路網の基本的構成は、図1に示す合
流式下水管網と同一であるのでその説明は省略する。ま
た、本排水消毒装置の薬剤としては、ハロゲン系の薬剤
を用いる。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 2 is a diagram showing a confluent sewer network for collecting wastewater to be disinfected by the wastewater disinfecting apparatus according to the present invention, a treatment area, and an adjacent treatment area. As shown in the figure, around the treatment area X of the treatment plant 10 where the drainage disinfection device is installed, treatment regions A and B having the same treatment plant,
C, D, and E are adjacent to each other. The basic structure of the combined sewer pipe network in this embodiment is the same as that of the combined sewer pipe network shown in FIG. A halogen-based chemical is used as the chemical of this wastewater disinfection device.

【0022】〔第一実施形態〕図3は、本発明にかかる
排水消毒装置の制御装置の構成例を示す図である。同図
に示すように、処理地域A内には複数の降雨情報測定手
段20、20…が設けられ、該降雨情報測定手段20、
20…で処理地域A内の降雨情報21a、22a…が測
定できるようになっている。なお、各降雨情報測定手段
20は、図示は省略するが、処理地域A内の中継ポンプ
が設置されているポンプ場、排水機場、処理場、計測設
備を有する施設に設けられている。その他の処理地域
B、C、D、E、Xについても、同様な降雨情報測定手
段でそれぞれの処理地域の降雨量、降雨強度などの降雨
情報を測定するようになっている。該各処理地域A,
B、C、D、E、Xで測定された降雨情報は、市販の電
話回線を利用したデータ伝送装置やアメダスシステムな
どを利用して制御装置30に連続的又は定期的に伝送さ
れてくるようになっている。
[First Embodiment] FIG. 3 is a diagram showing a configuration example of a control device of a drainage disinfection device according to the present invention. As shown in the figure, a plurality of rainfall information measuring means 20, 20, ... Are provided in the processing area A, and the rainfall information measuring means 20,
The rainfall information 21a, 22a ... In the processing area A can be measured at 20 ... Although not shown, each rainfall information measuring means 20 is provided in a facility having a relay pump in a treatment area A, a drainage station, a treatment plant, and a measuring facility. With respect to the other treatment areas B, C, D, E and X, the rainfall information such as the rainfall amount and the rainfall intensity of each treatment area is measured by the same rainfall information measuring means. Each processing area A,
The rainfall information measured by B, C, D, E, and X is continuously or periodically transmitted to the control device 30 by using a data transmission device using a commercially available telephone line, an Amedus system, or the like. It has become.

【0023】図4は、本発明にかかる排水消毒装置の制
御方法に用いられるマッピング処理を示す図で、同図
(a)は各処理地域A,B、C、D、E、Xで測定され
た降雨情報をマッピング処理した模式図で、同図(b)
は同図(a)の時間t経過後の模式図である。上記制御
装置30に入力された処理地域A,B、C、D、E、X
からの降雨情報は、降雨情報マッピング処理手段31に
より図4(a)に示すような模式図にマッピング処理さ
れる。各処理地域A,B、C、D、E、Xで測定された
降雨情報は、連続的又は定期的に制御装置30に伝送さ
れるので、図4(a)に示す模式図は時間t経過後に図
4(b)に示すような模式図となる。なお、上記マッピ
ング処理された降雨情報は、Aで示すように降雨強度の
強弱で表されている。
FIG. 4 is a diagram showing a mapping process used in the control method of the waste water disinfection device according to the present invention. FIG. 4 (a) is measured in each treatment area A, B, C, D, E, X. FIG. 2B is a schematic diagram obtained by mapping the rainfall information shown in FIG.
FIG. 4A is a schematic diagram after a lapse of time t in FIG. Processing areas A, B, C, D, E, X input to the control device 30
The rainfall information from is subjected to mapping processing by the rainfall information mapping processing means 31 into a schematic diagram as shown in FIG. Since the rainfall information measured in each processing area A, B, C, D, E, X is transmitted to the control device 30 continuously or periodically, the schematic diagram shown in FIG. Later, it becomes a schematic diagram as shown in FIG. The mapping-processed rainfall information is represented by the intensity of rainfall as indicated by A.

【0024】次に、連続的又は定期的に伝送されマッピ
ング処理された降雨情報の時系列推移(図4参照)か
ら、降雨情報推定処理手段32より処理地域Xにおける
降雨開始時刻、降雨総量及び降雨継続時間の予測を行
う。また、該降雨情報推定処理手段32は、予測した降
雨開始時刻、降雨総量及び降雨継続時間から、処理地域
Xの処理場10における予想降雨量33、予想降雨強度
34及び排水消毒装置に流入する排水の予想流入量35
を求める。該求められた予想降雨量33、予想降雨強度
34及び予想流入量35は既知の大腸菌群数推定処理手
段36に入力される。また、大腸菌群数推定手段36に
は、処理場10に設置された濁度測定手段50で測定さ
れた排水消毒装置に流入する排水の流入水濁度51が入
力されている。
Next, from the time-series transition of the rainfall information transmitted continuously or periodically and subjected to the mapping processing (see FIG. 4), the rainfall information estimation processing means 32 causes the rainfall start time, the total rainfall amount and the rainfall in the processing area X. Predict duration. Further, the rainfall information estimation processing means 32 uses the predicted rainfall start time, total rainfall amount, and rainfall duration time to predict the amount of rainfall 33, the expected rainfall intensity 34, and the drainage that flows into the drainage disinfection device at the treatment plant 10 in the treatment area X. Expected inflow of 35
Ask for. The predicted rainfall amount 33, predicted rainfall intensity 34 and predicted inflow amount 35 thus obtained are input to a known coliform group number estimation processing means 36. In addition, the inflow water turbidity 51 of the wastewater flowing into the wastewater disinfection device measured by the turbidity measuring means 50 installed in the treatment plant 10 is input to the coliform bacteria count estimating means 36.

【0025】該大腸菌群数推定処理手段36は、上記入
力された予想降雨量33、予想降雨強度34、予想流入
量35及び流入水濁度51から、大腸菌群数を推定し、
それに対する必要な薬剤添加量36a、薬剤消費量36
b及び排水消毒装置運転開始時刻36cの予測を行う。
The Escherichia coli group number estimation processing means 36 estimates the number of Escherichia coli groups from the input predicted rainfall amount 33, predicted rainfall intensity 34, predicted inflow amount 35 and inflow water turbidity 51,
Necessary amount of medicine added 36a, consumption of medicine 36
b and the drainage disinfection device operation start time 36c are predicted.

【0026】次に処理地域Xの処理場10に設けられた
実測値測定手段52より、処理場10における降雨量5
3、降雨強度54、該排水消毒装置に流入する排水の流
入水量55、排水消毒装置に供給されるハロゲン系薬剤
の薬剤供給量56、排水消毒装置から放流される排水の
放流水残留薬剤濃度57を測定する。該測定された降雨
量53、降雨強度54、流入水量55、薬剤供給量5
6、放流水残留薬剤濃度57を予測値/実測値補正処理
手段37に入力する。
Next, the amount of rainfall 5 at the treatment plant 10 is measured by the measured value measuring means 52 provided at the treatment plant 10 in the treatment area X.
3, rainfall intensity 54, inflow amount 55 of wastewater flowing into the wastewater disinfection device, chemical supply amount 56 of halogen-based chemicals supplied to the wastewater disinfection device, discharge water residual drug concentration 57 of wastewater discharged from the wastewater disinfection device To measure. The measured rainfall amount 53, rainfall intensity 54, inflow water amount 55, chemical supply amount 5
6. The residual chemical concentration 57 of the discharged water is input to the predicted value / actually measured value correction processing means 37.

【0027】該予測値/実測値補正処理手段37は、上
記入力された降雨量53、降雨強度54、流入水量5
5、薬剤供給量56、放流水残留薬剤濃度57から薬剤
添加量36a、薬剤消費量36b、排水消毒装置運転開
始時刻36cの各予測値を補正する補正値を求める。該
求められた各補正値は、補正値加算処理手段37a、3
7b、37cで薬剤添加量36a、薬剤消費量36b及
び排水消毒装置運転開始時刻36cに加算処理され、薬
剤添加量41、薬剤消費量42及び排水消毒装置運転開
始時刻43が求められる。
The predicted value / actually measured value correction processing means 37 is adapted to input the rainfall amount 53, the rainfall intensity 54, and the inflow water amount 5 described above.
5. From the chemical supply amount 56 and the discharged water residual chemical concentration 57, the correction value for correcting each predicted value of the chemical addition amount 36a, the chemical consumption amount 36b, and the drainage disinfection device operation start time 36c is obtained. The calculated correction values are added to the correction value addition processing means 37a, 3a.
7b and 37c, the chemical addition amount 36a, the chemical consumption amount 36b, and the drainage disinfection device operation start time 36c are added to obtain the chemical addition amount 41, the chemical consumption amount 42, and the drainage disinfection device operation start time 43.

【0028】制御装置30は、上記各補正値を加算処理
することで求められた薬剤添加量41、薬剤消費量42
及び排水消毒装置運転開始時刻43の各予測値により、
排水消毒装置の運転、薬剤添加量、薬剤消費量の制御を
行う。なお、薬剤添加量41は、排水消毒装置の実際の
薬剤添加量設定値として、薬剤添加のリアルタイム制御
に使用される。また、薬剤消費量42は、処理場10内
にストックされている薬剤の保有量との比較を行い、排
水消毒装置に添加する薬剤が不足する場合は警報などを
発することで、運転員に薬剤の補充を求める目的で使用
される。また、排水消毒装置運転開始時刻43は、運転
員に排水消毒装置運転開始時刻を知らせるとともに、排
水消毒装置の自動運転開始指令として使用する。
The control device 30 controls the addition amount 41 and the consumption amount 42 of the medicine, which are obtained by adding the correction values.
And each predicted value of the drainage disinfection device operation start time 43,
Operates the drainage disinfection device, controls the amount of chemicals added, and controls the amount of chemicals consumed. The chemical addition amount 41 is used for real-time control of chemical addition as an actual chemical addition amount set value of the drainage disinfection device. Further, the chemical consumption 42 is compared with the stock of chemicals stored in the treatment plant 10, and when the chemicals to be added to the drainage disinfecting device are insufficient, an alarm or the like is issued to notify the operator of the chemicals. It is used for the purpose of requesting supplementation. Further, the drainage disinfection device operation start time 43 is used as a command to notify the operator of the drainage disinfection device operation start time and used as an automatic operation start command of the drainage disinfection device.

【0029】上記のように、各処理地域A,B,C,
D,E、X内の各降雨情報測定手段20で測定された降
雨情報をもとに降雨情報推定処理手段32が、処理地域
X内における降雨開始時刻、降雨総量及び降雨継続時間
を予測するとともに処理地域Xの処理場10における予
想降雨量33、予想降雨強度34、予想流入量35を求
め、この予想降雨量33、予想降雨強度34、予想流入
量35から大腸菌群数推定処理手段36が大腸菌群数を
推定し、それに対する排水消毒装置の制御に必要な薬剤
添加量36a、薬剤消費量36b及び排水消毒装置運転
開始時刻36cを予測するで、各予測値をリアルタイム
にて予測することができる。
As described above, each processing area A, B, C,
Based on the rainfall information measured by the rainfall information measuring means 20 in D, E, and X, the rainfall information estimation processing means 32 predicts the rainfall start time, the total rainfall amount, and the rainfall duration time in the processing area X. The expected rainfall amount 33, the expected rainfall intensity 34, and the expected inflow amount 35 at the treatment plant 10 in the treatment area X are obtained, and the coliform bacteria group number estimation processing means 36 determines the coliform bacteria from the expected rainfall amount 33, the expected rainfall intensity 34, and the expected inflow amount 35. Each predicted value can be predicted in real time by estimating the number of groups and predicting the chemical addition amount 36a, the chemical consumption amount 36b, and the drainage disinfection device operation start time 36c required for controlling the wastewater disinfection device for the group. .

【0030】また、大腸菌群数推定処理手段36は予想
降雨量33、予想降雨強度34、予想流入量35及び流
入水濁度51から薬剤添加量36a、薬剤消費量36b
及び消毒装置運転開始時刻36cを予測するので、各予
測値の予測をさらに正確に行うことができる。
The Escherichia coli group number estimation processing means 36 uses the expected rainfall amount 33, the expected rainfall intensity 34, the expected inflow amount 35, and the inflow turbidity 51 to determine the drug addition amount 36a and the drug consumption amount 36b.
Since the disinfection device operation start time 36c is predicted, the prediction values can be predicted more accurately.

【0031】さらに予測値/実測値補正処理手段37が
降雨量53、降雨強度54、流入水量55、薬剤供給量
56、放流水残留薬剤濃度57から補正値を求め、補正
値加算処理手段37a、37b、37cで該各補正値を
薬剤添加量36a、薬剤消費量36b及び消毒装置運転
開始時刻36cに加算処理し、薬剤添加量41、薬剤消
費量42及び消毒装置運転開始時刻43を求めるので、
各予測値の予測をさらに正確に行うことができる。
Further, the predicted value / actual value correction processing means 37 obtains a correction value from the rainfall amount 53, the rainfall intensity 54, the inflow water amount 55, the drug supply amount 56, and the discharged water residual drug concentration 57, and the correction value addition processing means 37a, In 37b and 37c, the respective correction values are added to the medicine addition amount 36a, the medicine consumption amount 36b and the disinfection device operation start time 36c to obtain the medicine addition amount 41, the medicine consumption amount 42 and the disinfection device operation start time 43.
The prediction of each predicted value can be performed more accurately.

【0032】〔第二実施形態〕図5は本発明にかかる排
水消毒装置の制御装置の他の構成例を示す図である。本
排水消毒装置の制御装置の基本的構成は、図3に示す排
水消毒装置の制御装置と略同一であるのでその説明は省
略する。本排水消毒装置の制御装置が図3に示す排水消
毒装置の制御装置と異なる点は、地域特性シミュレーシ
ョン手段60を具備する点である。
Second Embodiment FIG. 5 is a diagram showing another example of the configuration of the control device for the drainage disinfection device according to the present invention. Since the basic configuration of the control device of the drainage disinfection device is substantially the same as the control device of the drainage disinfection device shown in FIG. 3, the description thereof will be omitted. The control device of this drainage disinfection device differs from the control device of the drainage disinfection device shown in FIG. 3 in that it is equipped with a regional characteristic simulation means 60.

【0033】処理地域X内の各降雨情報測定手段20よ
り測定された降雨量、降雨強度などの降雨情報21x、
22x…は、制御装置30の降雨情報マッピング処理手
段31に入力されるとともに、地域特性シミュレーショ
ン手段60に入力される。該地域特性シミュレーション
手段60は、市販の地域特性シミュレーションソフトウ
エアであり、予め登録した処理地域の地形情報、雨水収
集ルート、下水管路網、下水排出人口、下水排出種別を
設定初期条件として入力し、そして上記降雨情報21
x、22x…を入力することで、水理・水質解析を行う
ものである。
Rainfall information 21x such as rainfall amount and rainfall intensity measured by each rainfall information measuring means 20 in the processing area X,
22x ... Are input to the rainfall information mapping processing means 31 of the control device 30 and also to the regional characteristic simulation means 60. The regional characteristic simulation means 60 is a commercially available regional characteristic simulation software, and inputs topographical information of a pre-registered treatment area, a rainwater collection route, a sewer pipeline network, a sewage discharge population, and a sewage discharge type as initial setting conditions. , And the above rainfall information 21
By inputting x, 22x ..., hydraulic / water quality analysis is performed.

【0034】上記地域特性シミュレーション手段60
は、処理地域X内の降雨情報から排水消毒装置に流入す
る排水の予想流入水量61及び予想流入汚濁負荷62を
求める。該求められた予想流入水量61及び予想流入汚
濁負荷62は、実測値測定手段52により測定された降
雨量53、降雨強度54、流入水量55、薬剤供給量5
6、放流水残留薬剤濃度57とともに予測値/実測値補
正処理手段37に入力される。
The regional characteristic simulation means 60
Calculates the expected inflow water amount 61 and the expected inflow pollution load 62 of the wastewater flowing into the wastewater disinfection device from the rainfall information in the treatment area X. The calculated expected inflow water amount 61 and expected inflow pollution load 62 are the rainfall amount 53, the rainfall intensity 54, the inflow water amount 55, and the chemical supply amount 5 measured by the actual measurement value measuring means 52.
6. The residual drug concentration 57 in the discharged water is input to the predicted value / actually measured value correction processing means 37.

【0035】該予測値/実測値補正処理手段37は、入
力された降雨量53、降雨強度54、流入水量55、薬
剤供給量56、放流水残留薬剤濃度57、予想流入量6
1及び予想流入汚濁負荷62から薬剤添加量36a、薬
剤消費量36b及び排水消毒装置運転開始時刻36cを
補正する補正値を求める。該各補正値は、補正値加算処
理手段37a、37b、37cで大腸菌群数推定処理手
段36からの薬剤添加量36a、薬剤消費量36b及び
排水消毒装置運転開始時刻36cの各予測値に加算処理
され、薬剤添加量41、薬剤消費量42及び排水消毒装
置運転開始時刻43の各予測値が求められる。制御装置
30は、該各予測値により、排水消毒装置の運転、薬剤
添加量、薬剤消費量の制御を行う。
The predicted value / actual value correction processing means 37 inputs the rainfall amount 53, the rainfall intensity 54, the inflow water amount 55, the chemical supply amount 56, the residual chemical concentration 57 of the discharged water, and the expected inflow amount 6
From 1 and the expected inflow pollution load 62, a correction value for correcting the chemical addition amount 36a, the chemical consumption amount 36b, and the drainage disinfection device operation start time 36c is obtained. The correction values are added to correction value addition processing means 37a, 37b, and 37c to the respective predicted values of the chemical addition amount 36a, the chemical consumption amount 36b, and the drainage disinfection device operation start time 36c from the coliform bacteria count estimation processing means 36. Then, the respective predicted values of the chemical addition amount 41, the chemical consumption amount 42, and the drainage disinfection device operation start time 43 are obtained. The control device 30 controls the operation of the drainage disinfection device, the amount of added chemicals, and the amount of consumed chemicals based on the predicted values.

【0036】上記のように予測値/実測値補正処理手段
37が地域特性シミュレーション手段60で求めた予想
流入水量61及び予想流入汚濁負荷62から薬剤添加量
36a、薬剤消費量36b及び排水消毒装置運転開始時
刻36cを補正する補正値を求め、該各補正値を補正値
加算処理手段37a、37b、37cにより大腸菌群数
推定手段36からの薬剤添加量36a、薬剤消費量36
b及び消毒装置運転開始時刻36cに加算処理すること
で、薬剤添加量41、薬剤消費量42及び消毒装置運転
開始時刻43を求めるので、各予測値の予測をさらに正
確に行うことができる。
As described above, the predicted value / actual value correction processing means 37 calculates the amount of chemical addition 36a, the amount of chemical consumption 36b, and the operation of the drainage disinfection device from the expected inflow water amount 61 and the expected inflow pollution load 62 determined by the regional characteristic simulation means 60. A correction value for correcting the start time 36c is obtained, and the correction value addition processing means 37a, 37b, and 37c add the correction values to the drug addition amount 36a and the drug consumption amount 36 from the coliform group number estimating means 36.
By adding processing to b and the disinfection device operation start time 36c, the drug addition amount 41, the drug consumption amount 42, and the disinfection device operation start time 43 are obtained, so that each predicted value can be predicted more accurately.

【0037】なお、上記実施形態例では、処理地域X内
の各降雨情報測定手段20で測定された降雨情報21
x、22x…のみを地域特性シミュレーション手段60
に入力する場合を説明したが、本発明はこれに限定され
るものではなく、処理地域X及び隣接する処理地域A,
B,C,D,Eの各降雨情報を入力しても良い。
In the above embodiment, the rainfall information 21 measured by the rainfall information measuring means 20 in the processing area X is used.
x, 22x ... Only the regional characteristic simulation means 60
However, the present invention is not limited to this, and the processing area X and the adjacent processing area A,
You may input each rainfall information of B, C, D, and E.

【0038】〔第三実施形態〕図6は本発明にかかる排
水消毒装置の制御装置の他の構成例を示す図である。ま
ず、処理地域X内の各降雨情報測定手段20により測定
された降雨量、降雨強度などの降雨情報21x、22x
…は、地域特性シミュレーション手段60に入力され
る。
[Third Embodiment] FIG. 6 is a diagram showing another example of the configuration of the control device for the drainage disinfection device according to the present invention. First, rainfall information 21x, 22x such as rainfall amount and rainfall intensity measured by each rainfall information measuring means 20 in the processing area X.
Is input to the regional characteristic simulation means 60.

【0039】上記地域特性シミュレーション手段60
は、処理地域X内の降雨情報から排水消毒装置に流入す
る排水の予想流入水量61及び予想流入汚濁負荷62を
求める。該求められた予想流入水量61及び予想流入汚
濁負荷62は、薬剤添加量算出処理手段38に入力され
る。
The regional characteristic simulation means 60
Calculates the expected inflow water amount 61 and the expected inflow pollution load 62 of the wastewater flowing into the wastewater disinfection device from the rainfall information in the treatment area X. The estimated inflow water amount 61 and the estimated inflow pollution load 62 thus obtained are input to the medicine addition amount calculation processing means 38.

【0040】また、薬剤添加量算出処理手段38には、
予め排水消毒装置に流入する排水に対する薬剤添加率を
設定する薬剤添加率設定手段39で設定された薬剤添加
率39aが入力されるようになっている。該薬剤添加量
算出処理手段38は、入力された薬剤添加率39a、予
想流入水量61及び予想流入汚濁負荷62から、薬剤添
加量36a及び薬剤消費量36bの予測を行う。
Further, the drug addition amount calculation processing means 38 is
The chemical addition rate 39a set in advance by the chemical addition rate setting means 39 for setting the chemical addition rate to the waste water flowing into the waste water disinfection device is input. The drug addition amount calculation processing means 38 predicts the drug addition amount 36a and the drug consumption amount 36b from the input drug addition rate 39a, the expected inflow water amount 61 and the expected inflow pollution load 62.

【0041】処理地域Xの処理場10に設けられた実測
値測定手段52より、処理場10における降雨量53、
降雨強度54、流入水量55、薬剤供給量56、放流水
残留薬剤濃度57を測定する。該測定された降雨量5
3、降雨強度54、流入水量55、薬剤供給量56、放
流水残留薬剤濃度57は、制御装置30の予測値/実測
値補正処理手段37に入力される。
From the measured value measuring means 52 provided in the treatment plant 10 in the treatment area X, the rainfall amount 53 in the treatment plant 10,
The rainfall intensity 54, inflow water amount 55, drug supply amount 56, and discharge water residual drug concentration 57 are measured. The measured rainfall 5
3, the rainfall intensity 54, the inflow water amount 55, the medicine supply amount 56, and the discharged water residual medicine concentration 57 are input to the predicted value / actually measured value correction processing means 37 of the control device 30.

【0042】該予測値/実測値補正処理手段37は、薬
剤添加量算出処理手段38からの薬剤添加量36a及び
薬剤消費量36bの各予測値を補正する補正値を上記入
力された降雨量53、降雨強度54、流入水量55、薬
剤供給量56、放流水残留薬剤濃度57から求める。該
各補正値は、補正値加算処理手段37a、37bで薬剤
添加量算出処理手段38からの薬剤添加量36a及び薬
剤消費量36bの各予測値に加算処理され、薬剤添加量
41及び薬剤消費量42を求める。制御装置30は、薬
剤添加量41及び薬剤消費量42より排水消毒装置の制
御を行う。
The predicted value / actual value correction processing means 37 receives the rainfall amount 53 to which the correction values for correcting the predicted values of the medicine addition amount 36a and the medicine consumption amount 36b from the medicine addition amount calculation processing means 38 are inputted. , Rainfall intensity 54, inflow water amount 55, drug supply amount 56, and discharge water residual drug concentration 57. The respective correction values are added to the respective predicted values of the medicine addition amount 36a and the medicine consumption amount 36b from the medicine addition amount calculation processing means 38 in the correction value addition processing means 37a and 37b, and the medicine addition amount 41 and the medicine consumption amount are calculated. 42 is asked. The control device 30 controls the drainage disinfection device based on the drug addition amount 41 and the drug consumption amount 42.

【0043】上記のように、処理地域X内の各降雨情報
測定手段20で測定された降雨情報21x、22x…か
ら地域特性シミュレーション手段60により予想流入水
量61及び予想流入汚濁負荷62を求め、薬剤添加量算
出手段38が該予想流入水量61、予想流入汚濁負荷6
2及び薬剤添加率設定手段39で設定された薬剤添加率
39aから薬剤添加量41及び薬剤消費量42を予測す
るので、各予測値をリアルタイムにて予測することがで
きる。
As described above, the estimated inflow water amount 61 and the estimated inflow pollution load 62 are obtained by the regional characteristic simulation means 60 from the rainfall information 21x, 22x ... Measured by each rainfall information measurement means 20 in the treatment area X, and The addition amount calculation means 38 uses the expected inflow water amount 61 and the expected inflow pollution load 6
Since the drug addition amount 41 and the drug consumption amount 42 are predicted from the 2 and the drug addition ratio 39a set by the drug addition ratio setting means 39, each predicted value can be predicted in real time.

【0044】なお、上記実施形態例では、処理地域X内
の各降雨情報測定手段20で測定された降雨情報21
x、22x…のみを地域特性シミュレーション手段60
に入力する場合を説明したが、本発明はこれに限定され
るものではなく、処理地域X及び隣接する処理地域A,
B,C,D,Eの各降雨情報を入力しても良い。
In the above embodiment, the rainfall information 21 measured by each rainfall information measuring means 20 in the processing area X is shown.
x, 22x ... Only the regional characteristic simulation means 60
However, the present invention is not limited to this, and the processing area X and the adjacent processing area A,
You may input each rainfall information of B, C, D, and E.

【0045】また、本実施形態例では、排水を消毒する
薬剤にハロゲン系薬剤を用いたが、本発明はこれに限定
されるものではなく、他の排水を消毒する薬剤であって
も良い。
Further, in the present embodiment, the halogen type chemical is used as the chemical for disinfecting waste water, but the present invention is not limited to this, and other chemicals for disinfecting waste water may be used.

【0046】[0046]

【発明の効果】以上、説明したように各請求項に記載の
発明によれば下記のような優れた効果が得られる。
As described above, according to the invention described in each claim, the following excellent effects can be obtained.

【0047】請求項1に記載の発明によれば、処理地域
に設けられた測定点又は該処理地域及び隣接する処理地
域に設けられた測定点より収集された降雨情報から処理
地域内における降雨開始時刻、降雨総量及び降雨継続時
間の予測するので、薬剤添加量、薬剤消費量及び排水消
毒装置運転開始時刻をリアルタイムに予測することがで
きる。
According to the invention described in claim 1, the start of rainfall in the treatment area is determined from the measurement points provided in the treatment area or the rainfall information collected from the measurement points provided in the treatment area and the adjacent treatment area. Since the time, the total amount of rainfall, and the duration of rainfall are predicted, the amount of chemicals added, the amount of chemicals consumed, and the drainage disinfection device operation start time can be predicted in real time.

【0048】請求項2に記載の発明によれば、処理地域
又は該処理地域及び隣接する処理地域の降雨情報を測定
する降雨情報測定手段と降雨情報から処理地域内におけ
る降雨開始時刻、降雨総量及び降雨継続時間の予測を行
う降雨情報予測処理手段と降雨開始時刻、降雨総量及び
降雨継続時間から薬剤添加量、薬剤消費量及び消毒装置
運転開始時刻の予測を行う大腸菌群数予測処理手段を具
備するので、薬剤添加量、薬剤消費量及び排水消毒装置
運転開始時刻をリアルタイムに予測することができる。
According to the second aspect of the present invention, the rainfall start time, the total amount of rainfall in the treatment area, and the rainfall information measuring means for measuring the rainfall information of the treatment area or the treatment area and the adjacent treatment area and the rainfall information. It is equipped with rainfall information prediction processing means for predicting rainfall duration and means for predicting the number of coliform bacteria that predicts the amount of chemicals added, the amount of chemicals consumed, and the operation start time of disinfection equipment from the rainfall start time, total rainfall and rainfall duration. Therefore, the amount of chemicals added, the amount of chemicals consumed, and the operation start time of the drainage disinfection device can be predicted in real time.

【0049】請求項3に記載の発明によれば、地域特性
シミュレーション手段により予測された流入水量及び流
入汚濁負荷により薬剤添加量、薬剤消費量及び消毒装置
運転開始時刻の補正をする予測値補正処理手段を具備す
るので、該薬剤添加量、薬剤消費量及び排水消毒装置運
転開始時刻の予測をさらに正確に行うことができる。
According to the third aspect of the present invention, the predicted value correction processing for correcting the amount of chemicals added, the amount of chemicals consumed, and the operation start time of the disinfecting apparatus based on the inflow water amount and the inflow pollution load predicted by the regional characteristic simulation means. Since the means is provided, it is possible to more accurately predict the amount of added chemicals, the amount of consumed chemicals, and the operation start time of the drainage disinfection device.

【0050】請求項4に記載の発明によれば、降雨情報
予測処理手段により予測された降雨開始時刻、降雨総量
及び降雨継続時間及び濁度測定手段により測定された流
入水濁度から薬剤添加量、薬剤消費量及び消毒装置運転
開始時刻を予測するので、該薬剤添加量、薬剤消費量及
び排水消毒装置運転開始時刻の予測をさらに正確に行う
ことができる。
According to the fourth aspect of the present invention, the amount of chemical addition is calculated from the rainfall start time, the total rainfall amount and the rainfall duration predicted by the rainfall information prediction processing means, and the inflow turbidity measured by the turbidity measuring means. Since the chemical consumption amount and the disinfection device operation start time are predicted, the drug addition amount, the drug consumption amount, and the drainage disinfection device operation start time can be more accurately predicted.

【0051】請求項5に記載の発明によれば、処理地域
又は該処理地域及び隣接する処理地域の降雨情報を測定
する降雨情報測定手段と、降雨情報から排水消毒装置に
流入する排水の流入水量及び流入汚濁負荷を予測する地
域特性シミュレーション手段と、予め排水に対する薬剤
添加率を設定する薬剤添加率設定手段と、流入水量、流
入汚濁負荷及び薬剤添加率から薬剤添加量及び薬剤消費
量の予測を行う薬剤添加量算出処理手段を具備するの
で、薬剤添加量及び薬剤消費量を簡単な構成でリアルタ
イムに予測することができる。
According to the invention described in claim 5, rainfall information measuring means for measuring rainfall information of the treatment area or the treatment area and the adjacent treatment area, and the inflow amount of the waste water flowing into the drainage disinfection device from the rainfall information. And regional characteristic simulation means for predicting inflow pollution load, chemical addition rate setting means for setting the chemical addition rate to wastewater in advance, and prediction of chemical addition amount and chemical consumption amount from inflow water amount, inflow pollution load and chemical addition rate Since it is provided with the drug addition amount calculation processing means, the drug addition amount and the drug consumption amount can be predicted in real time with a simple configuration.

【0052】請求項6に記載の発明によれば、実測値測
定手段により測定された測定値で薬剤添加量、薬剤消費
量及び消毒装置運転開始時刻の補正をする実測値補正処
理手段を具備するので、該薬剤添加量、薬剤消費量及び
排水消毒装置運転開始時刻の予測をさらに正確に行うこ
とができる。
According to the sixth aspect of the present invention, there is provided actual measurement value correction processing means for correcting the chemical addition amount, the chemical consumption amount, and the disinfection device operation start time based on the measurement values measured by the measurement value measurement means. Therefore, it is possible to more accurately predict the amount of added chemicals, the amount of chemicals consumed, and the operation start time of the drainage disinfection device.

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

【図1】従来の排水消毒装置が消毒する排水を収集する
合流式下水管路網と処理地域を示す図である。
FIG. 1 is a diagram showing a confluent sewer network for collecting wastewater disinfected by a conventional wastewater disinfection device and a treatment area.

【図2】本発明にかかる排水消毒装置が消毒する排水を
収集する合流式下水管路網と処理地域及び隣接する処理
地域を示す図である。
FIG. 2 is a diagram showing a confluent sewer network for collecting wastewater to be disinfected by the wastewater disinfecting apparatus according to the present invention, a treatment area, and an adjacent treatment area.

【図3】本発明にかかる排水消毒装置の制御装置の構成
例を示す図である。
FIG. 3 is a diagram showing a configuration example of a control device of a drainage disinfection device according to the present invention.

【図4】本発明にかかる排水消毒装置の制御方法に用い
られるマッピング処理を示す図で、同図(a)は各処理
地域A,B、C、D、E、Xで測定された降雨情報をマ
ッピング処理した模式図で、同図(b)は同図(a)の
時間t後の模式図である。
FIG. 4 is a diagram showing a mapping process used in the control method of the wastewater disinfection device according to the present invention, in which FIG. 4 (a) shows rainfall information measured in each treatment area A, B, C, D, E, X. 3B is a schematic diagram obtained by performing the mapping process of FIG. 6B, and FIG. 6B is a schematic diagram after the time t in FIG.

【図5】本発明にかかる排水消毒装置の制御装置の他の
構成例を示す図である。
FIG. 5 is a diagram showing another configuration example of the control device of the drainage disinfection device according to the present invention.

【図6】本発明にかかる排水消毒装置の制御装置の他の
構成例を示す図である。
FIG. 6 is a diagram showing another configuration example of the control device of the drainage disinfection device according to the present invention.

【符号の説明】[Explanation of symbols]

10 処理場 11 下水管 21a 処理地域Aの降雨情報 21x 処理地域Xの降雨情報 22a 処理地域Aの降雨情報 22x 処理地域Xの降雨情報 30 制御装置 31 降雨情報マッピング処理手段 32 降雨情報推定処理手段 33 予想降雨量 34 予想降雨強度 35 予想流入量 36 大腸菌群数推定処理手段 36a 薬剤添加量 36b 薬剤消費量 36c 排水消毒装置運転開始時刻 37 実測値補正処理手段 37a 補正値加算処理手段 37b 補正値加算処理手段 37c 補正値加算処理手段 38 薬剤添加量算出処理手段 39 薬剤添加率設定手段 39a 薬剤添加率 41 薬剤添加量 42 薬剤消費量 43 排水消毒装置運転開始時刻 50 濁度測定手段 51 流入水濁度 52 予測値/実測値測定手段 53 降雨量 54 降雨強度 55 流入水量 56 薬剤供給量 57 放流水残留薬剤濃度 60 地域特性シミュレーション手段 61 予想流入水量 62 予想流入汚濁負荷 10 treatment plant 11 sewer pipe 21a Rainfall information for treatment area A 21x Processing Area X Rainfall Information 22a Rainfall information for treatment area A 22x Rainfall information for treatment area X 30 control device 31 Rainfall Information Mapping Processing Means 32 rainfall information estimation processing means 33 expected rainfall 34 Expected rainfall intensity 35 Expected inflow 36 E. coli group number estimation processing means 36a Drug addition amount 36b Drug consumption 36c Wastewater disinfection device operation start time 37 Measured Value Correction Processing Means 37a Correction value addition processing means 37b Correction value addition processing means 37c Correction value addition processing means 38 Medication Addition Calculation Processing Means 39 Medication addition rate setting means 39a Drug addition rate 41 amount of drug added 42 Drug consumption 43 Operation start time of drainage disinfection device 50 Turbidity measuring means 51 Inflow water turbidity 52 Predicted value / measured value measuring means 53 rainfall 54 Rain intensity 55 Inflow 56 Drug supply 57 Concentration of residual drug in discharged water 60 Regional characteristic simulation means 61 Expected inflow 62 Expected inflow pollution load

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) G01W 1/10 G01W 1/10 P (72)発明者 開発 啓全 東京都大田区羽田旭町11番1号 株式会社 荏原製作所内 Fターム(参考) 2D063 AA07 AA09 DC04 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) G01W 1/10 G01W 1/10 P (72) Inventor development Keizen 11-11 Haneda-Asahi-cho, Ota-ku, Tokyo Issue F-term in EBARA CORPORATION (reference) 2D063 AA07 AA09 DC04

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 処理地域内の下水、雨水を含む下水及び
地表を流下した雨水等を含む排水を薬剤により消毒する
排水消毒装置の制御方法において、 前記処理地域に設けられた測定点又は該処理地域及び隣
接する処理地域に設けられた測定点から降雨情報を収集
し、 前記降雨情報から前記処理地域内における降雨開始時
刻、降雨総量及び降雨継続時間の予測を行い、該予測し
た降雨開始時刻、降雨総量及び降雨継続時間から薬剤添
加量、薬剤消費量及び排水消毒装置運転開始時刻を予測
し排水消毒装置を制御することを特徴とする排水消毒装
置の制御方法。
1. A method for controlling a drainage disinfecting apparatus for disinfecting wastewater containing sewage in a treatment area, sewage containing rainwater, rainwater flowing down on the ground surface, etc. with a chemical agent, or a measurement point provided in the treatment area or the treatment point. The rainfall information is collected from the measurement points provided in the area and the adjacent treatment area, and the rainfall start time in the treatment area, the total amount of rainfall and the rainfall duration are predicted from the rainfall information, and the predicted rainfall start time, A method for controlling a drainage disinfection device, comprising controlling a drainage disinfection device by predicting a chemical addition amount, a chemical consumption amount, and a drainage disinfection device operation start time from a total rainfall amount and a rainfall duration time.
【請求項2】 処理地域内の下水、雨水を含む下水及び
地表を流下した雨水等を含む排水を薬剤により消毒する
排水消毒装置の制御装置において、 前記処理地域又は該処理地域及び隣接する処理地域の降
雨情報を測定する降雨情報測定手段と、 前記降雨情報測定手段により測定された降雨情報から前
記処理地域内における降雨開始時刻、降雨総量及び降雨
継続時間の予測を行う降雨情報予測処理手段と、 前記降雨情報予測処理手段により予測された降雨開始時
刻、降雨総量及び降雨継続時間から薬剤添加量、薬剤消
費量及び排水消毒装置運転開始時刻の予測を行う大腸菌
群数予測処理手段を具備することを特徴とする排水消毒
装置の制御装置。
2. A control device of a drainage disinfection device for disinfecting sewage in a treatment area, sewage including rainwater, and drainage including rainwater flowing down on the surface with a chemical, the treatment area or the treatment area and an adjacent treatment area. Rainfall information measuring means for measuring the rainfall information of, rainfall start time in the processing area from the rainfall information measured by the rainfall information measuring means, rainfall information prediction processing means for predicting the total amount of rainfall and rainfall duration, It comprises a coliform group number prediction processing means for predicting a chemical addition amount, a chemical consumption amount, and a drainage disinfection device operation start time from the rainfall start time, the total rainfall amount, and the rainfall duration predicted by the rainfall information prediction processing means. A control device for the drainage disinfection device.
【請求項3】 請求項2に記載の排水消毒装置の制御装
置において、 前記降雨情報測定手段により測定された降雨情報から前
記排水消毒装置に流入する排水の流入水量及び流入汚濁
負荷を予測する地域特性シミュレーション手段と該地域
特性シミュレーション手段により予測された流入水量及
び流入汚濁負荷により前記薬剤添加量、薬剤消費量及び
排水消毒装置運転開始時刻の補正をする予測値補正処理
手段を具備することを特徴とする排水消毒装置の制御装
置。
3. The control device for the drainage disinfection device according to claim 2, wherein the inflow water amount and the inflow pollution load of the drainage flowing into the drainage disinfection device are predicted from the rainfall information measured by the rainfall information measuring means. Characteristic simulation means and predictive value correction processing means for correcting the amount of chemicals added, the amount of chemicals consumed, and the drainage disinfection device operation start time based on the inflow water amount and the inflow pollution load predicted by the regional characteristic simulation means Control device for drainage disinfection device.
【請求項4】 請求項2又は3に記載の排水消毒装置の
制御装置において、 前記排水消毒装置に流入する排水の流入水濁度を測定す
る濁度測定手段を設け、 前記降雨情報予測処理手段により予測された降雨開始時
刻、降雨総量及び降雨継続時間及び前記濁度測定手段に
より測定された流入水濁度から薬剤添加量、薬剤消費量
及び排水消毒装置運転開始時刻の予測を行うことを特徴
とする排水消毒装置の制御装置。
4. The control device for the drainage disinfection device according to claim 2 or 3, further comprising turbidity measuring means for measuring the inflow turbidity of the wastewater flowing into the drainage disinfection device, and the rainfall information prediction processing means. It is characterized in that the amount of chemicals added, the amount of chemicals consumed, and the operation start time of the drainage disinfection device are predicted from the rainfall start time, the total amount of rainfall, the rainfall duration, and the inflow turbidity measured by the turbidity measuring means. Control device for drainage disinfection device.
【請求項5】処理地域内の下水、雨水を含む下水及び地
表を流下した雨水等を含む排水を薬剤により消毒する排
水消毒装置の制御装置において、 前記処理地域又は該処理地域及び隣接する処理地域の降
雨情報を測定する降雨情報測定手段と、 前記降雨情報測定手段により測定された降雨情報から前
記排水消毒装置に流入する排水の流入水量及び流入汚濁
負荷を予測する地域特性シミュレーション手段と、 予め前記排水に対する薬剤添加率を設定する薬剤添加率
設定手段と、 前記地域特性シミュレーション手段により予測された流
入水量、流入汚濁負荷及び前記薬剤添加率設定手段より
設定された薬剤添加率から薬剤添加量及び薬剤消費量の
予測を行う薬剤添加量算出処理手段を具備することを特
徴とする排水消毒装置の制御装置。
5. A controller of a drainage disinfecting apparatus for disinfecting wastewater containing sewage in a treatment area, sewage including rainwater, and rainwater flowing down on the surface with a chemical, the treatment area or the treatment area and an adjacent treatment area. Rainfall information measuring means for measuring the rainfall information of, the regional characteristic simulation means for predicting the inflow water amount and inflow pollution load of the drainage flowing into the drainage disinfection device from the rainfall information measured by the rainfall information measuring means, A chemical addition rate setting means for setting the chemical addition rate to the wastewater, an inflow water amount predicted by the regional characteristic simulation means, an inflow pollution load, and a chemical addition rate and a chemical based on the chemical addition rate set by the chemical addition rate setting means. A control device for a drainage disinfection device, comprising a chemical addition amount calculation processing means for predicting consumption amount.
【請求項6】 請求項2乃至5のいずれか1記載の排水
消毒装置の制御装置において、 前記排水消毒装置が設置される処理施設における降雨
量、降雨強度、該排水消毒装置に流入する排水の流入水
量、排水消毒装置に供給される薬剤の薬剤供給量、排水
消毒装置から放流される放流水残留薬剤濃度を測定する
実測値測定手段を設け、 前記実測値測定手段により測定された結果から前記薬剤
添加量、薬剤消費量及び排水消毒装置運転開始時刻の予
測を補正する実測値補正処理手段を具備することを特徴
とする排水消毒装置の制御装置。
6. The controller of the drainage disinfection device according to claim 2, wherein the amount of rainfall, the rainfall intensity, and the amount of wastewater flowing into the drainage disinfection device in a treatment facility in which the drainage disinfection device is installed. Inflow water amount, chemical supply amount of chemicals supplied to the drainage disinfection device, actual measurement value measuring means for measuring the concentration of residual chemicals in the discharged water discharged from the wastewater disinfection device, and from the results measured by the actual measurement value measurement means A control device for a drainage disinfection device, comprising a measured value correction processing unit that corrects predictions of the amount of chemicals added, the amount of chemicals consumed, and the operation start time of the drainage disinfection device.
JP2001347043A 2001-11-13 2001-11-13 Wastewater disinfection method Expired - Lifetime JP3830807B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6997644B2 (en) * 2003-08-11 2006-02-14 Fleeger Howard W Passive method for obtaining controlled drainage from a vessel
WO2006054373A1 (en) * 2004-11-19 2006-05-26 Ebara Corporation Sewage treatment plant and method
JP2006167579A (en) * 2004-12-15 2006-06-29 Toshiba Corp Disinfection system for combined sewage
JP2007090279A (en) * 2005-09-29 2007-04-12 Toshiba Corp Sewage disposal system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6997644B2 (en) * 2003-08-11 2006-02-14 Fleeger Howard W Passive method for obtaining controlled drainage from a vessel
WO2006054373A1 (en) * 2004-11-19 2006-05-26 Ebara Corporation Sewage treatment plant and method
WO2006054351A1 (en) * 2004-11-19 2006-05-26 Ebara Corporation Sewerage system
JP2006167579A (en) * 2004-12-15 2006-06-29 Toshiba Corp Disinfection system for combined sewage
JP2007090279A (en) * 2005-09-29 2007-04-12 Toshiba Corp Sewage disposal system

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