JPH0760015A - Sand sedimentation pond control based on fuzzy inference - Google Patents

Sand sedimentation pond control based on fuzzy inference

Info

Publication number
JPH0760015A
JPH0760015A JP12240592A JP12240592A JPH0760015A JP H0760015 A JPH0760015 A JP H0760015A JP 12240592 A JP12240592 A JP 12240592A JP 12240592 A JP12240592 A JP 12240592A JP H0760015 A JPH0760015 A JP H0760015A
Authority
JP
Japan
Prior art keywords
time
operating
sand
fuzzy inference
facilities
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
JP12240592A
Other languages
Japanese (ja)
Other versions
JP3214058B2 (en
Inventor
Akio Hayazaki
昭男 早崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Meidensha Corp
Meidensha Electric Manufacturing Co Ltd
Original Assignee
Meidensha Corp
Meidensha Electric Manufacturing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Meidensha Corp, Meidensha Electric Manufacturing Co Ltd filed Critical Meidensha Corp
Priority to JP12240592A priority Critical patent/JP3214058B2/en
Publication of JPH0760015A publication Critical patent/JPH0760015A/en
Application granted granted Critical
Publication of JP3214058B2 publication Critical patent/JP3214058B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To optimize the control of operation by deciding the time for operating sand sedimentation pond facilities and the operation cycle time by a fuzzy inference based on integrated discharge flow rate, average rainfall intensity, rainfall time and seasonal function as the phenomenal items of membership function. CONSTITUTION:The operating time 5a and operating cycle 6a of the screening equipment 1a of sand sedimentation pond facilities, and the operating time 5b and operating cycle time 6b of sand removal facilities 1b are decided by fuzzy inference means 2a, 2b of average rainfall intensity 3a, reinfall time 3b, seasonal function 3c and integrated discharge flow rate as phenomenal items. In addition, screening equipment 1a, sand removal facilities 1b are operated by respective controlled operating means 4a, 4b which are set by setting means 5a, 5b and 6a, 6b. Further, the operating times 5a, 5b for each facilities can be minimized by detecting (7a, 7b) the operating times 5a, 5b for each facilities and correcting the operating times by an integrated operating time obtained by integration (8a, 8b).

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、ファジィ推論を用いて
プロセスコントローラなど制御装置で沈砂池設備の制御
を行う沈砂池制御方式に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a settling basin control system for controlling a settling basin facility by a control device such as a process controller using fuzzy inference.

【0002】[0002]

【従来の技術】沈砂池は、流入下水の流速を遅くするこ
とにより重力沈降によって下水中の土砂を沈殿除去する
施設である。
2. Description of the Related Art A sand basin is a facility for removing sediment in sewage by gravity settling by slowing the flow velocity of inflowing sewage.

【0003】一般に、沈殿する物質は、0.2〜0.4
mm程度の砂などの無機物であって、沈砂池の平均流速
は沈殿物質の比重により異なるが15〜30cm/秒程
度であり、この流速が速すぎると一旦沈殿した物質を再
び浮上させ、また遅すぎると比重の小さい有機物まで沈
殿しそれが腐敗し臭気を放つ等の問題がある。そこで、
沈砂池の機械設備としては、 ,流入下水中の浮遊性の塵芥、繊維、棒切などをはじ
めとする比較的大型の浮遊物を除去するためのスクリー
ン設備 ,沈砂池の底部に溜った沈殿物質を除去するための除
砂設備がある。
Generally, the substance that precipitates is 0.2 to 0.4.
Although it is an inorganic substance such as sand of about mm, the average flow velocity of the sedimentation basin is about 15 to 30 cm / sec although it depends on the specific gravity of the sedimentation substance. If it is too much, there is a problem that even an organic substance having a small specific gravity is precipitated, and it decomposes to give off an odor. Therefore,
Mechanical equipment of the sand basin includes :, Screen equipment for removing relatively large suspended matter such as floating dust, fibers, and sticks in the inflowing sewage, sedimentation material accumulated at the bottom of the sand basin There is sand removal equipment to remove the sand.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
沈砂池設備の制御方式は、それら設備の運転時間を予め
定められたタイムスケジュール的に固定的に決定してい
るため、次のような問題点がある。
However, in the conventional control method of the sand basin equipment, since the operating time of the equipment is fixedly determined in a predetermined time schedule, the following problems occur. There is.

【0005】,流入する下水の質は、降雨状況などで
変動するにもかかわらず運転時間が固定的であるため、
しさ、沈砂の最適な除去ができない。
The quality of the inflowing sewage is fixed because the operating time is fixed, although it varies depending on the rainfall.
The optimum removal of dust and sand cannot be performed.

【0006】,頻度が高いタイムスケジュール運転は
沈殿物質の腐敗やスクリーンの目詰まりを防止すること
はできるが、機械設備の低寿命化や電力使用量の増大を
招く。 ,頻度が低いタイムスケジュール運転は、沈殿物質の
腐敗やスクリーン設備の目詰まりを起こし、ポンプ設備
など後段の処理プロセスに対する質的な負荷を増大させ
機能の低下、阻害を誘発し、結果的に水質の悪化を増長
する。
The frequent time schedule operation can prevent the spoilage of the precipitated substance and the clogging of the screen, but it leads to the shortening of the life of the mechanical equipment and the increase of the power consumption. , Infrequent time schedule operation causes spoilage of sedimentation substances and clogging of screen equipment, increasing qualitative load on the subsequent treatment process such as pump equipment, causing deterioration and inhibition of function, resulting in water quality. Increase the deterioration of.

【0007】本発明は、このような事情に鑑みてなされ
たものであり、最適な沈砂池制御方式を得ることを目的
とするものである。
The present invention has been made in view of such circumstances, and an object thereof is to obtain an optimum sand basin control system.

【0008】[0008]

【発明を解決するための手段、作用】沈砂池のスクリー
ン設備及び除砂設備の運転時間、運転サイクル運転時間
を、沈砂池に流入する雨水の降雨地域の平均降雨強度、
降雨時間、季節関数、並びに沈砂池吐出積算流量、各設
備の運転積算時間をメンバーシップ関数の現象項目とし
たファジィ推論により決定する。
Means and Actions for Solving the Invention The operation time and operation cycle operation time of the screen equipment and sand removal equipment of the sand basin are defined as the average rainfall intensity in the rainfall area of the rainwater flowing into the sand basin,
Rainfall time, seasonal function, accumulated discharge of sand basin, and accumulated operation time of each equipment are determined by fuzzy reasoning which is a phenomenon item of membership function.

【0009】[0009]

【実施例】図1は、本発明の沈砂池制御方式を実施する
概略の構成図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a schematic configuration diagram for implementing the sand basin control system of the present invention.

【0010】1は沈砂池であって、その両側端部に下水
が流入する流入渠13、及びポンプ設備9により後段の
水処理設備11へ揚水するために一時的に貯留させるポ
ンプ井12を備え、沈砂池設備であるスクリーン設備1
a、及び除砂設備1bを備えている。2a、2bはスク
リーン設備1a、除砂設備1bの運転時間と運転サイク
ル時間を決定するファジィ推論手段、3はファジィ推論
におけるメンバーシップ関数の現象項目とする平均降雨
強度3a、降雨時間3b、季節関数3cを設定するオペ
レータ設定手段であり、また、4a、4bはファジィ推
論手段2a、2bにより決定した運転時間、および運転
サイクル時間で沈砂池設備1a、1bを運転制御する制
御操作手段である。更に、5a、5bは制御操作手段4
a、4bに運転時間を設定する運転時間設定手段、6
a、6bは制御操作手段4a、4bに運転サイクル時間
を設定する運転サイクル時間設定手段である。
Reference numeral 1 denotes a sand basin, which is provided with an inflow port 13 into which sewage flows at both ends thereof, and a pump well 12 for temporarily storing the water for pumping it to a water treatment facility 11 at a subsequent stage by a pump facility 9. , A screen facility that is a sand basin facility 1
a and sand removal equipment 1b. 2a and 2b are fuzzy inference means for determining the operating time and operating cycle time of the screen equipment 1a and sand removal equipment 1b, and 3 is the average rainfall intensity 3a, rainfall time 3b, and seasonal function which are the phenomenon items of the membership function in the fuzzy inference. 3c is an operator setting means, and 4a and 4b are control operation means for controlling the operation of the sand basin equipment 1a, 1b by the operation time and the operation cycle time determined by the fuzzy inference means 2a, 2b. Further, 5a and 5b are control operation means 4
driving time setting means for setting the driving time to a and 4b, 6
Reference numerals a and 6b are operation cycle time setting means for setting the operation cycle time in the control operation means 4a and 4b.

【0011】そして、7a、7bは沈砂池設備1a、1
bの運転状況を検出し、その運転時間を積算した運転積
算時間をファジィ推論手段2a、2bにおけるメンバー
シップ関数の現象項目とするための運転時間検出手段で
ある。また、10はポンプ9aによる沈砂池(ポンプ井
12)から後段の水処理設備11への吐出流量を流量検
出手段9bにより検出し、それを積算した吐出積算流量
をファジィ推論手段2a、2bにおけるメンバーシップ
関数の現象項目とするための吐出流量積算手段である。
And, 7a and 7b are sand basin facilities 1a and 1
It is a driving time detecting means for detecting the driving situation of b and using the cumulative driving time, which is the cumulative driving time, as the phenomenon item of the membership function in the fuzzy inference means 2a, 2b. Further, 10 is a member of the fuzzy inference means 2a, 2b which detects the discharge flow rate from the sand basin (pump well 12) by the pump 9a to the water treatment facility 11 at the subsequent stage by the flow rate detection means 9b, and integrates the discharge flow rate. The discharge flow rate integrating means is used as a phenomenon item of the ship function.

【0012】次に、以上のような図1に示す沈砂池制御
の構成図で本発明方式を説明する。沈砂池設備であるス
クリーン設備1aによって除去する比較的大型の浮遊物
の量は、経験的にみて、沈砂池1へ流入渠13を通り流
入する下水の流入量と、その量的変化量によって決まる
ものである。また、除砂設備1bによって除去する沈殿
物質の量も同様に沈砂池1に流入する下水の流入量とそ
の量的変化量によってほぼ決まるものである。したがっ
て、沈砂池1の浮遊物と沈殿物質の量は流入する下水の
流入量とその量的変化量から推論することができるが、
それら流入量やその量的変動を直接的に測定観測するこ
とは一般に困難である。
Next, the method of the present invention will be described with reference to the block diagram of the sand basin control shown in FIG. The amount of relatively large suspended matter removed by the screen facility 1a, which is a sand basin facility, is empirically determined by the inflow amount of sewage flowing into the sand basin 1 through the inflow channel 13 and its quantitative change amount. It is a thing. Further, the amount of the sedimentation substance removed by the sand removing facility 1b is also substantially determined by the inflow amount of the sewage flowing into the sand basin 1 and its quantitative change amount. Therefore, the amount of suspended solids and sedimented substances in the sand basin 1 can be inferred from the inflow amount of inflowing sewage and its quantitative change amount.
It is generally difficult to directly measure and observe these inflows and their quantitative fluctuations.

【0013】そこで、本発明は、沈砂池1に流入する下
水の流入量を、ポンプ設備9による後段の水処理設備1
1へ吐出する吐出流量を積算した吐出積算流量により間
接的に判定し、流入量の量的変動(変化量)を、流入す
る雨水の降雨地域における平均降雨強度、降雨時間、季
節関数などの降雨状況から間接的に判定するものであ
る。
Therefore, according to the present invention, the inflow amount of the sewage flowing into the sand basin 1 is determined by the pump equipment 9 in the subsequent stage of the water treatment equipment 1.
Indirect judgment is made by the integrated discharge flow rate that integrates the discharge flow rate discharged to 1 and the quantitative fluctuation (change amount) of the inflow is determined by the average rainfall intensity, rainfall time, seasonal function, etc. in the rainfall area of the inflowing rainwater. It is determined indirectly from the situation.

【0014】表1は、本発明の沈砂池制御方式における
ファジィ推論を説明するものであり、表2は、その制御
規則(ルール)例を示すものである。
Table 1 explains the fuzzy inference in the settling basin control method of the present invention, and Table 2 shows an example of the control rules.

【0015】以上のように、沈砂池設備のスクリーン設
備1aの運転時間(TA)と運転サイクル時間(S
A)、及び除砂設備1bの運転時間(TB)と運転サイ
クル時間(SB)が、それぞれ平均降雨強度(AR)、
降雨時間(AT)、季節関数(AK)、吐出積算流量
(FQ)の現象項目によるファジィ推論手段2a、2b
により決定され、それらスクリーン設備1a、除砂設備
1bは、それぞれの設定手段5a、5b及び6a、6b
により設定された制御操作手段4a、4によって運転さ
れる。
As described above, the operating time (TA) and operating cycle time (S) of the screen equipment 1a of the sand basin equipment
A), and the operating time (TB) and operating cycle time (SB) of the sand removal facility 1b are the average rainfall intensity (AR),
Fuzzy inference means 2a, 2b based on phenomenon items such as rainfall time (AT), seasonal function (AK), and discharge integrated flow rate (FQ).
The screen equipment 1a and the sand removing equipment 1b are determined by the respective setting means 5a, 5b and 6a, 6b.
It is operated by the control operation means 4a, 4 set by.

【0016】そして、各設備1a、1bの運転時間(T
A)、(TB)は、各設備の運転時間を検出し(7a、
7b)、積算した(8a、8b)積算運転時間(T
S)、(TC)により補正することにより最小限の運転
時間になるようにすることができる。
Then, the operating time (T
A) and (TB) detect the operating time of each equipment (7a,
7b), integrated (8a, 8b) integrated operating time (T
It is possible to minimize the operating time by correcting the values according to S) and (TC).

【0017】[0017]

【発明の効果】以上、説明したように、本発明によるフ
ァジィ推論による沈砂池制御方式によれば、沈砂池の浮
遊物、沈殿物の量に応じて各設備の最適な運転が行なわ
れるので、次のような効果がある。
As described above, according to the settling basin control system by fuzzy reasoning according to the present invention, each facility is optimally operated according to the amount of suspended solids and settling in the settling basin. It has the following effects.

【0018】,沈砂池より後段の水処理プロセスの負
荷を低減することができるとともに、処理水質の向上に
寄与することができる。
The load of the water treatment process downstream of the sand basin can be reduced and the quality of treated water can be improved.

【0019】,沈殿物質の腐敗による臭気の防止や、
ポンプの閉塞などによる事故の防止ができる。
, Prevention of odor due to putrefaction of the precipitated substance,
Accidents due to blockage of the pump can be prevented.

【0020】,沈砂池設備の不要な運転が排除できる
ため、マクロ的にみてそれらの運転時間の短縮化と運転
回数の低減が可能となり、関連する設備装置を含めた長
寿命化と省エネができる。
Since unnecessary operation of the settling basin equipment can be eliminated, it is possible to shorten the operating time and the number of times of operation from a macro perspective, and it is possible to extend the service life of the related equipment and save energy. .

【0021】,ファジィ推論を使用しており柔軟なア
ルゴリズムの構成が可能であり、そのルールの変更や修
正が容易にできる。
By using fuzzy inference, a flexible algorithm can be constructed, and the rule can be easily changed or modified.

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

【図1】本発明の沈砂池制御方式を実施する構成図FIG. 1 is a configuration diagram for implementing a sand basin control system of the present invention.

【符号の説明】[Explanation of symbols]

1 :沈砂池 1a:スクリーン設備 1b:除砂設備 2a:スクリーン設備運動のファジィ推論手段 2b:除砂設備運動のファジィ推論手段 3 :オペレータ設定手段 4a:スクリーン設備運転制御操作手段 4b:除砂設備運転制御操作手段 1: sand set basin 1a: screen equipment 1b: sand removal equipment 2a: fuzzy inference means for screen equipment movement 2b: fuzzy inference means for sand removal equipment movement 3: operator setting means 4a: screen equipment operation control operation means 4b: sand removal equipment Operation control operation means

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】沈砂池設備の運転時間及び運転サイクル時
間をファジィ推論手段により決定する沈砂池制御方式に
おいて、 沈砂池の吐出積算流量、及び沈砂池に流入する雨水の降
雨地域における平均降雨強度、降雨時間、季節関数を前
記ファジィ推論手段のメンバーシップ関数の現象項目と
したことを特徴とする沈砂池制御方式。
1. A sand basin control method for determining the operating time and operating cycle time of a sand basin facility by fuzzy inference means, wherein the integrated discharge flow rate of the sand basin and the average rainfall intensity in a rainy area of rainwater flowing into the sand basin, A sedimentation basin control system, characterized in that the rainfall time and the seasonal function are used as the phenomenon items of the membership function of the fuzzy inference means.
【請求項2】ファジィ推論手段のメンバーシップ関数の
現象項目として沈砂池設備の運転積算時間を加えること
を特徴とする請求項1記載の沈砂池制御方式。
2. The sand basin control system according to claim 1, wherein the operation cumulative time of the sand basin equipment is added as a phenomenon item of the membership function of the fuzzy inference means.
JP12240592A 1992-05-15 1992-05-15 Sand basin control method by fuzzy inference Expired - Fee Related JP3214058B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12240592A JP3214058B2 (en) 1992-05-15 1992-05-15 Sand basin control method by fuzzy inference

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12240592A JP3214058B2 (en) 1992-05-15 1992-05-15 Sand basin control method by fuzzy inference

Publications (2)

Publication Number Publication Date
JPH0760015A true JPH0760015A (en) 1995-03-07
JP3214058B2 JP3214058B2 (en) 2001-10-02

Family

ID=14834989

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12240592A Expired - Fee Related JP3214058B2 (en) 1992-05-15 1992-05-15 Sand basin control method by fuzzy inference

Country Status (1)

Country Link
JP (1) JP3214058B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112445136A (en) * 2020-12-16 2021-03-05 北京科技大学 Thickener prediction control method and system based on continuous time neural network
CN115806345A (en) * 2022-12-14 2023-03-17 中国长江三峡集团有限公司 Composite microorganism system and method for runoff sewage in-situ treatment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112445136A (en) * 2020-12-16 2021-03-05 北京科技大学 Thickener prediction control method and system based on continuous time neural network
CN112445136B (en) * 2020-12-16 2022-02-22 北京科技大学 Thickener prediction control method and system based on continuous time neural network
CN115806345A (en) * 2022-12-14 2023-03-17 中国长江三峡集团有限公司 Composite microorganism system and method for runoff sewage in-situ treatment
CN115806345B (en) * 2022-12-14 2023-09-12 中国长江三峡集团有限公司 Composite microorganism system and method for runoff sewage in-situ treatment

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