JP3214058B2 - Sand basin control method by fuzzy inference - Google Patents

Sand basin control method by fuzzy inference

Info

Publication number
JP3214058B2
JP3214058B2 JP12240592A JP12240592A JP3214058B2 JP 3214058 B2 JP3214058 B2 JP 3214058B2 JP 12240592 A JP12240592 A JP 12240592A JP 12240592 A JP12240592 A JP 12240592A JP 3214058 B2 JP3214058 B2 JP 3214058B2
Authority
JP
Japan
Prior art keywords
equipment
sand
fuzzy inference
time
sand basin
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.)
Expired - Fee Related
Application number
JP12240592A
Other languages
Japanese (ja)
Other versions
JPH0760015A (en
Inventor
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
Original Assignee
Meidensha 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 Meidensha Corp 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

Links

Landscapes

  • Feedback Control In General (AREA)

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 sand basin control device for controlling sand basin equipment 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 sedimentation basin is a facility that sediments and removes sediment in sewage by gravity sedimentation by reducing the flow rate of inflow 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。
[0003] Generally, the substance that precipitates is 0.2-0.4.
mm, the average flow velocity of the sand basin depends on the specific gravity of the sedimentary substance, but is about 15 to 30 cm / sec. If it is too much, organic substances having a low specific gravity will precipitate, which will rot and give off an odor. Therefore,
The mechanical equipment of the sand basin includes: Screen equipment for removing relatively large suspended matter such as floating dust, fibers, rods, etc. in the inflow sewage, and sediment collected at the bottom of the sand basin. There is a sand removal facility for removing ash.

【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 for sand basin equipment, since the operation time of the equipment is fixedly determined according to 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。
[0005] Since the operating time is fixed despite the quality of the incoming sewage fluctuating due to rainfall conditions, etc.,
Optimum removal of sand and sediment cannot be achieved.

【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。
[0006] Frequent time-scheduled operation can prevent decay of the sedimented material and clogging of the screen, but causes a reduction in the life of the mechanical equipment and an increase in the amount of electric power used. , Infrequent time-scheduled operation may cause decay of sedimented substances and clogging of screen equipment, increase the qualitative load on the downstream treatment processes such as pump equipment, induce deterioration and inhibition of functions, and consequently water quality Exacerbate the deterioration.

【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 has as its object 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 for Solving the Problems The operation time of the screen equipment and sand removal equipment of the sand basin and the operation cycle operation time are determined by the average rainfall intensity of the rainfall area flowing into the sand basin,
The rainfall time, the seasonal function, the integrated discharge rate of the sand basin, and the integrated operation time of each facility are determined by fuzzy inference as a phenomenon item of the 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 diagram showing the construction of a sand basin control system according to 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。
A settling basin 1 is provided with an inflow sewage 13 into which sewage flows in on both side ends thereof, and a pump well 12 which is temporarily stored by a pump facility 9 for pumping to a later-stage water treatment facility 11. , Screen equipment 1 that is a sand basin equipment
a and sand removal equipment 1b. 2a and 2b are fuzzy inference means for determining the operation time and operation cycle time of the screen equipment 1a, sand removal equipment 1b, and 3 are average rainfall intensity 3a, rainfall time 3b, and seasonal function which are phenomena of membership functions in fuzzy inference. Operator setting means for setting 3c, and control operating means 4a and 4b for controlling the operation of the sand basin equipment 1a and 1b based on the operation time and the operation cycle time determined by the fuzzy inference means 2a and 2b. 5a and 5b are control operation means 4
operating time setting means for setting the operating time to a, 4b, 6
Reference numerals a and 6b denote operation cycle time setting means for setting operation cycle times 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 1b.
This is a driving time detecting means for detecting the driving state of b and integrating the driving time to make the driving integrated time a phenomenon item of the membership function in the fuzzy inference means 2a, 2b. Reference numeral 10 denotes a flow rate detection means 9b which detects a discharge flow rate from a sand basin (pump well 12) by a pump 9a to a water treatment facility 11 at a subsequent stage, and calculates a discharge integrated flow rate obtained by integrating the detected discharge flow rate in the fuzzy inference means 2a, 2b. This is a discharge flow rate integrating means for setting 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. 1 as described above. The amount of relatively large suspended matter removed by the screen facility 1a, which is a sand basin facility, is empirically determined by the amount of sewage flowing into the sand basin 1 through the inflow channel 13 and its quantitative change. Things. Similarly, the amount of the sediment removed by the sand removal equipment 1b is also substantially determined by the amount of sewage flowing into the sand basin 1 and its quantitative change. Therefore, the amount of suspended matter and sediment in the sedimentation basin 1 can be inferred from the amount of inflow of sewage flowing in and its quantitative change,
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。
In view of the above, the present invention relates to a method of controlling the amount of sewage flowing into
Indirect determination is made based on the integrated discharge flow rate obtained by integrating the discharge flow rate discharged to the first area, and the quantitative fluctuation (change amount) of the inflow rate is determined by the average rainfall intensity, rainfall time, seasonal function, etc. This is indirectly determined from the situation.

【0014】[0014]

【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 operation time (TA) and the operation cycle time (S) of the screen equipment 1a of the sand basin equipment
A) and the operation time (TB) and operation cycle time (SB) of the sand removal facility 1b are respectively 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 removal equipment 1b are respectively set 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。
The operation time (T) of each of the facilities 1a and 1b
A) and (TB) detect the operation time of each facility (7a,
7b), the accumulated (8a, 8b) accumulated operation time (T
S) and (TC) make it possible to minimize the operation time.

【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 sand basin control method based on the fuzzy inference according to the present invention, each facility is optimally operated according to the amount of suspended matter and sediment in the sand basin. The following effects are obtained.

【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。
[0018] 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 decay of the precipitated substance,
Accidents caused by 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。
Unnecessary operation of the sand basin equipment can be eliminated, so that the operation time and the number of operation times can be reduced macroscopically, and the service life and energy saving including the related equipment can be extended. .

【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。
Since fuzzy inference is used, a flexible algorithm can be constructed, and its rules can be easily changed or modified.

【図面の簡単な説明】[Brief description of the 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 method 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: settling basin 1a: screen equipment 1b: sand removal equipment 2a: fuzzy inference means of screen equipment movement 2b: fuzzy inference means of sand removal equipment movement 3: operator setting means 4a: screen equipment operation control operation means 4b: sand removal equipment Operation control operation means

フロントページの続き (56)参考文献 特開 平3−166601(JP,A) 特開 平3−91002(JP,A) 特開 平3−184101(JP,A) 特開 平1−246601(JP,A) 特開 平3−91805(JP,A) 特開 平4−98502(JP,A) 特開 平2−131181(JP,A) 特開 平3−134704(JP,A) (58)調査した分野(Int.Cl.7,DB名) B01D 21/00 - 21/34 G05B 1/00 - 21/02 Continuation of front page (56) References JP-A-3-166601 (JP, A) JP-A-3-91002 (JP, A) JP-A-3-184101 (JP, A) JP-A-1-246601 (JP) JP-A-3-91805 (JP, A) JP-A-4-98502 (JP, A) JP-A-2-131181 (JP, A) JP-A-3-134704 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) B01D 21/00-21/34 G05B 1/00-21/02

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 スクリーン設備及び除砂設備を備えた沈
砂池の下水をポンプ設備を介して後段設備に送水し、且
つ、スクリーン設備及び除砂設備をそれぞれファジィ推
論手段の出力信号に基づいて操作する制御操作手段を有
するものにおいて、 前記スクリーン設備と除砂設備との運転状態を検出し前
記ファジィ推論手段に現象項目としてそれぞれ出力する
運転時間検出手段と、前記ポンプ設備による後段への水
の吐出流量を検出積算して前記ファジィ推論手段に現象
項目として出力する吐出流量積算手段と、前記ファジィ
推論手段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,降雨時間,季節関数を設定するオペレー
タ設定手段と、前記ファジィ推論手段に入力された各現
象項目を用いて運転サイクル時間を設定し、前記スクリ
ーン設備と除砂設備の各制御操作手段に出力する運転サ
イクル時間設定手段と、前記ファジィ推論手段に入力さ
れた各現象項目を用いて運転時間を設定し、前記スクリ
ーン設備と除砂設備の各制御操作手段に出力する運転時
間設定手段とを備えたことを特徴とした沈砂池制御装
1. A sediment provided with a screen facility and a sand removal facility.
The sewage of the sand pond is sent to the downstream equipment via the pump equipment, and
Fuzzy equipment, screen equipment and sand removal equipment
Control means for operating based on the output signal of the logical means
In those prior to detecting an operating condition of said screen and facilities removal sand facilities
Output to fuzzy inference means as phenomenon items
Operating time detecting means, and water
Detects and integrates the discharge flow rate of the oil and the phenomenon occurs in the fuzzy inference means.
Discharge flow integrating means for outputting as an item;
Phenomenon item of membership function in inference means
An operator that sets the average rain intensity, rain time, and seasonal function
Data setting means and each current input to the fuzzy inference means.
The operation cycle time is set using the
Operation system that outputs to each control
Cycle time setting means and the fuzzy inference means.
The operation time is set using the respective phenomenon items
During operation to output to each control and operation means of recirculation equipment and sand removal equipment
Sand basin control device characterized by comprising a space setting means
Place .
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 JPH0760015A (en) 1995-03-07
JP3214058B2 true 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)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Also Published As

Publication number Publication date
JPH0760015A (en) 1995-03-07

Similar Documents

Publication Publication Date Title
CA2394935C (en) Installation for measuring concentration in dense granular material of a flow and water treatment system comprising same
US4427551A (en) Solids separation and liquid clarification system
US5902477A (en) Combined sewer overflow and storm water diverter screen
JP3214058B2 (en) Sand basin control method by fuzzy inference
AU662337B2 (en) Monitoring apparatus
JP4485043B2 (en) Sewage treatment system, inflow water treatment arithmetic device, inflow water treatment method, and storage medium
KR100635485B1 (en) Apparatus and method for all-weather treatment of sewage and wastewater by efficient combination of treatment functions
JP2003075429A (en) Scum detection method and apparatus
CN106986470A (en) A kind of livestock and poultry cultivation sewage disposal zero-emission and organic fertilizer recovery system and its technique
CN111362469A (en) Mining water purification treatment system
CA2112037A1 (en) Method of sludge removal
JPH08243539A (en) Control method of waste water treatment facility
JP3730709B2 (en) Operation control method of fine dust removal device
JP2006281048A (en) Electric dust-collection system
JPH08290016A (en) Filter
JP2554243Y2 (en) Gravel contact purification equipment
KR101221100B1 (en) Apparatus for sewage treatment
JPS60139306A (en) Operation control of filter used in treatment of waste water
JPH04197408A (en) Apparatus for controlling sewage/rainwater dust removing machine
JPH02111496A (en) Automatic and continuous detecting device for concentration of residual chlorine
JPH11256676A (en) Foreign matter accumulation prevention device
JPH07207714A (en) Method for introducing rainwater to rainwater reservoir and device therefor
Thurley Whither Automatic Control in the Sewage Treatment Field
JPS62180715A (en) Scraping device for sludge
JPH05192822A (en) Liquid purifying device

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080727

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090727

Year of fee payment: 8

LAPS Cancellation because of no payment of annual fees