JPS5952447B2 - pump control device - Google Patents

pump control device

Info

Publication number
JPS5952447B2
JPS5952447B2 JP6914679A JP6914679A JPS5952447B2 JP S5952447 B2 JPS5952447 B2 JP S5952447B2 JP 6914679 A JP6914679 A JP 6914679A JP 6914679 A JP6914679 A JP 6914679A JP S5952447 B2 JPS5952447 B2 JP S5952447B2
Authority
JP
Japan
Prior art keywords
pump
water level
water
settling basin
control device
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
Application number
JP6914679A
Other languages
Japanese (ja)
Other versions
JPS55159208A (en
Inventor
省三 井上
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.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric 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 Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP6914679A priority Critical patent/JPS5952447B2/en
Publication of JPS55159208A publication Critical patent/JPS55159208A/en
Publication of JPS5952447B2 publication Critical patent/JPS5952447B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Measuring Volume Flow (AREA)
  • Control Of Positive-Displacement Pumps (AREA)
  • Flow Control (AREA)

Description

【発明の詳細な説明】 本発明はポンプ制御装置に関し、特に下水処理場、又は
ポンプ場等の水処理場において沈砂池の流速を制御する
ために適用するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pump control device, and is particularly applicable to controlling the flow rate of a settling basin in a water treatment plant such as a sewage treatment plant or a pump station.

従来例えば下水処理場においては、第1図に示す如く、
流入渠1から流入する被処理水としての下水を沈砂池2
中をゆつくりと流して下水の中に混入している砂を沈澱
させ、かかる処理がされた処理水としての下水を沈砂池
2の下流に設けたポンプ井3に導いて排出ポンプ4によ
つて汲み上げ排出するようになされている。ここで排出
ポンプ4を駆動するモータ5は制御装置6によつて、水
位基準値L。
Conventionally, for example, in a sewage treatment plant, as shown in Figure 1,
The sewage flowing from the inflow conduit 1 as treated water is transferred to the settling basin 2.
The sand mixed in the sewage is allowed to flow slowly, and the sewage treated as treated water is led to a pump well 3 installed downstream of the settling basin 2, and is then discharged by a discharge pump 4. It is designed to be pumped up and discharged. Here, the motor 5 that drives the discharge pump 4 is controlled by the control device 6 to maintain the water level reference value L.

と、ポンプ井3の水位計7の測定値L、とをつき合せて
その偏差に応じた回転速度で駆動され、かくしてポンプ
井3の水位を水位基準値L。に相当する一定水位に維持
させるようになされている。ところでかかる構成の第1
図の従来のポンプ制御装置においては、ポンプ井3を一
定の水位に維持するように制御がなされているので、第
2図に示す如<流入渠1から流入する下水流量が大きい
場合にはその分ポンプ井3からポンプ4によつて汲み出
される流量も大きくなるから、結局沈砂池2を流れる下
水の流速が速くなる。
and the measured value L of the water level gauge 7 of the pump well 3, and is driven at a rotational speed according to the deviation, thus bringing the water level of the pump well 3 to the water level reference value L. The water level is maintained at a constant level corresponding to . By the way, the first of such configurations
In the conventional pump control device shown in the figure, control is performed to maintain the pump well 3 at a constant water level. Since the flow rate pumped out from the pump well 3 by the pump 4 also increases, the flow rate of the sewage flowing through the settling basin 2 eventually becomes faster.

このような場合は下水中の砂が十分沈澱しないままポン
プ井3に流入して堆積することになり、結局その後の処
理に支障を生じたりポンプの寿命を縮める原因になつた
りしかねない。これに対して第3図に示す如<流入渠1
から流入する下水流量が小さい場合には、ポンプ井3か
らポンプ4によつて汲み出される流量も小さくなるから
、沈砂池2を流れる下水の流速が遅くなりすぎることに
なる。
In such a case, the sand in the sewage water will flow into the pump well 3 and accumulate without being sufficiently settled, which may eventually cause trouble in subsequent treatment or shorten the life of the pump. On the other hand, as shown in Fig. 3,
If the flow rate of sewage flowing in from the well 3 is small, the flow rate pumped out from the pump well 3 by the pump 4 will also be small, and the flow rate of the sewage flowing through the settling basin 2 will become too slow.

この場合には下水中の砂は十分に沈澱するがこれと共に
有機汚濁物質まで沈澱してしまう不都合が生じる。以上
の点を考慮して本発明においては、被処理水中の砂を沈
砂池で十分に沈砂させると共に、そ・の他の物質(例え
ば有機汚濁物質)は沈澱させないように沈砂池の流速を
一定値に維持できるようにしようとするもので、かかる
目的は沈砂池2の流入口側位置の水位と、流出口側位置
の水位とを測定し、その差を一定に保つことにより沈砂
池の流量を一定に制御し、かくして沈砂池2を効果的に
働かせるようにするものである。
In this case, although the sand in the sewage is sufficiently precipitated, there arises the disadvantage that organic pollutants are also precipitated together with the sand. In consideration of the above points, in the present invention, the flow velocity of the settling tank is kept constant so that the sand in the water to be treated is sufficiently settled in the settling tank, and other substances (such as organic pollutants) are not allowed to settle. The objective is to measure the water level at the inlet side of the settling basin 2 and the water level at the outlet side, and by keeping the difference constant, the flow rate of the settling basin can be adjusted. is controlled at a constant level, thus allowing the sand settling basin 2 to work effectively.

以下第1図との対応部分に同一符号を附して示す第4図
について本発明の一例を詳述するに、沈砂池2の流入渠
1側位置に第1の水位計21を設けると共に、ポンプ井
3側位置に第2の水位計22を設け、両水位計21及び
22の出力W1及びW2を引き算器23に入力する。
An example of the present invention will be described in detail below with reference to FIG. 4, in which parts corresponding to those in FIG. A second water level gauge 22 is provided at a position on the side of the pump well 3, and outputs W1 and W2 of both water level gauges 21 and 22 are input to a subtracter 23.

引き算器23の出力は沈砂池2の流入口と流出口との水
位差(W1−W2)を意味し、この出力を水位差基準値
W。
The output of the subtractor 23 means the water level difference (W1-W2) between the inlet and outlet of the sand settling basin 2, and this output is used as the water level difference reference value W.

が与えられた制御装置24に与える。かくしてモータ5
の回転速度従つてポンプ4の吐出流量は水位差(W1−
W2)に応じて、水位差基準値W。に相当する水位差と
なるように制御される。第4図の構成において、沈砂池
2の下水の流速は沈砂池2の入口及び出口の水位差に比
例するので、この水位差を一定に維持することにより流
速を一定値に維持できる。
is given to the control device 24 given. Thus motor 5
Therefore, the discharge flow rate of the pump 4 is determined by the water level difference (W1-
W2), the water level difference reference value W. The water level difference is controlled to be equivalent to . In the configuration shown in FIG. 4, the flow rate of sewage in the settling basin 2 is proportional to the water level difference between the inlet and outlet of the settling basin 2, so by keeping this water level difference constant, the flow rate can be maintained at a constant value.

従つてこの一定水位差(すなわち水位基準値WO)を下
水中の砂を沈澱させるにつき最適値に選定すれば、流入
渠1から流入する下水流量が増減してもこれに応じてポ
ンプ4の吐出流量を増減させることができるので、常に
砂だけを沈澱させるようにできる。
Therefore, if this constant water level difference (i.e., water level standard value WO) is selected as the optimal value for settling sand in sewage, the discharge of pump 4 will be adjusted accordingly even if the flow rate of sewage flowing in from inlet culvert 1 increases or decreases. Since the flow rate can be increased or decreased, only sand can be settled at all times.

上述のように本発明に依れば、沈砂池の流速が一定にな
るように排出ポンプを制御するようにしたことにより、
沈砂池における処理効果を一段と高めることができ、か
くしてその後の処理をするにつき良好な水質の処理水が
得られると共に、排出ポンプのポンプ井への砂の堆積が
少なくなることによりポンプの寿命を一段と長くするこ
とができる。
As described above, according to the present invention, by controlling the discharge pump so that the flow rate in the sand settling basin is constant,
The treatment effect in the sand settling basin can be further enhanced, and in this way, treated water of good quality can be obtained for subsequent treatment, and the life of the pump can be further extended by reducing the accumulation of sand in the pump well of the discharge pump. It can be made longer.

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

第1図は従来の水処理場のポンプ制御装置を示す路線的
系統図、第2図及び第3図はその動作の説明に供する路
線図、第4図は本発明に依るポンプ制御装置の一例を示
す路線的系統図である。 1:流入渠、2:沈砂池、3:ポンプ井、4:排出ポン
プ、5:モータ、6,24:制御装置、7,21,22
:水位計、23:引き算器。
FIG. 1 is a route diagram showing a conventional pump control device for a water treatment plant, FIGS. 2 and 3 are route diagrams for explaining its operation, and FIG. 4 is an example of a pump control device according to the present invention. It is a route system diagram showing. 1: Inlet drain, 2: Sediment basin, 3: Pump well, 4: Discharge pump, 5: Motor, 6, 24: Control device, 7, 21, 22
: Water level gauge, 23: Subtractor.

Claims (1)

【特許請求の範囲】[Claims] 1 被処理水を沈砂池中をポンプ井まで流し、このポン
プ井の処理水を排出ポンプによつて排出するようになさ
れた水処理場において、上記沈砂池の流入口側位置及び
流出口側位置に第1及び第2の水位計を設け、この第1
及び第2の水位計の測定出力を引き算器に入力し、その
引き算結果出力に基づいて上記排水ポンプの吐出流量を
制御することにより上記沈砂池の流速を沈砂に最適な一
定値に維持するようにしたことを特徴とするポンプ制御
装置。
1. In a water treatment plant where the water to be treated flows through a settling basin to a pump well, and the treated water from this pump well is discharged by a discharge pump, the position on the inlet side and the position on the outlet side of the settling basin. A first and a second water level gauge are installed in the first and second water level gauges.
and inputting the measured output of the second water level gauge into a subtracter, and controlling the discharge flow rate of the drainage pump based on the subtraction result output to maintain the flow velocity of the sand settling basin at a constant value optimal for sand settling. A pump control device characterized by:
JP6914679A 1979-05-30 1979-05-30 pump control device Expired JPS5952447B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6914679A JPS5952447B2 (en) 1979-05-30 1979-05-30 pump control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6914679A JPS5952447B2 (en) 1979-05-30 1979-05-30 pump control device

Publications (2)

Publication Number Publication Date
JPS55159208A JPS55159208A (en) 1980-12-11
JPS5952447B2 true JPS5952447B2 (en) 1984-12-19

Family

ID=13394219

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6914679A Expired JPS5952447B2 (en) 1979-05-30 1979-05-30 pump control device

Country Status (1)

Country Link
JP (1) JPS5952447B2 (en)

Also Published As

Publication number Publication date
JPS55159208A (en) 1980-12-11

Similar Documents

Publication Publication Date Title
FI67489C (en) REGLERSYSTEM VID EN ANLAEGGNING MED ROERLIG SUGANORDNING FOER SUGNING AV SUSPENDERBART MATERIAL
JPS5952447B2 (en) pump control device
US4139461A (en) Removal of solids from a wet oxidation reactor
JP4485043B2 (en) Sewage treatment system, inflow water treatment arithmetic device, inflow water treatment method, and storage medium
JPH09290273A (en) Method for adjusting amount of flocculant to be added and device therefor
CN208933059U (en) Multi-functional water decanter for biochemical wastewater treatment pond
JPS6156002B2 (en)
Levy et al. THE HYDRAULIC JUMP AS A MIXING DEVICE [with DISCUSSION]
JPH0739000B2 (en) Sludge control device for sedimentation pond
CN108892225A (en) Multi-functional water decanter for biochemical wastewater treatment pond
JP2003334407A (en) Rainwater draining treatment method
KR200177214Y1 (en) Waste sands in pretreatment process do in favor of sand removal
JP6185382B2 (en) Slow-down washing filtration device and filtration method thereof
JP3455571B2 (en) Oval water tank uniform stirring method
JPS5930028Y2 (en) Screens for various sewage treatment facilities
JP3104493B2 (en) Method and apparatus for controlling the discharge of a reservoir
JPH0746790Y2 (en) Device for adjusting the gap between the blade of the screw pump and the casing at a relay site such as sewage
JPH07259745A (en) Refluent water control method for rainwater stagnating pond
JPS5992006A (en) Apparatus for controlling waste sludge of precipitation basin in water purification plant
JPS6043166B2 (en) Sedimentation tank control method
JPS5841096B2 (en) Sand cleaning equipment
JPH07308517A (en) Control method of settled sand scraper
JPH05345103A (en) Precipitation pond operating method in wastewater treatment
JP2002282612A (en) Method for operating spontaneous equilibrium type quick filter basin
JP2620025B2 (en) Traveling supernatant water discharge device