JPS6027800A - Method of starting down hole pump - Google Patents

Method of starting down hole pump

Info

Publication number
JPS6027800A
JPS6027800A JP13558583A JP13558583A JPS6027800A JP S6027800 A JPS6027800 A JP S6027800A JP 13558583 A JP13558583 A JP 13558583A JP 13558583 A JP13558583 A JP 13558583A JP S6027800 A JPS6027800 A JP S6027800A
Authority
JP
Japan
Prior art keywords
pump
well
down hole
downhole pump
starting
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.)
Pending
Application number
JP13558583A
Other languages
Japanese (ja)
Inventor
Atsushi Koizumi
淳 小泉
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 JP13558583A priority Critical patent/JPS6027800A/en
Publication of JPS6027800A publication Critical patent/JPS6027800A/en
Pending legal-status Critical Current

Links

Landscapes

  • Control Of Non-Positive-Displacement Pumps (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Control Of Positive-Displacement Pumps (AREA)

Abstract

PURPOSE:To prevent an excessive flow rate from occurring at the starting of a deep well pump, by controlling the rotational frequency of a down hole pump based on a time function when the inside of a discharging pipe of the down hole pump becomes a gaseous phase. CONSTITUTION:At the starting of a down hole pump 5 that is used for pump up the well water in a deep well, it is made lower than the case where the lift at the prescribed rotational frequency No of the down hole pump 5 is zero. The speed of the motor of the down hole pump is variable, and the motor is started at a rotational frequency lower than the prescribed rotational frequency, and thereafter it will reach the rotational frequency of the operation point of the pump. Accordingly, abnormal lowering of the level of the well due to the excessive discharge at the starting of the pump and release of a gas dissolved in the water can be prevented.

Description

【発明の詳細な説明】 本発明は深井戸に用いられるポンプの始動方法に関する
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for starting a pump used in a deep well.

深井戸内に設置されるダウンホールポンプ(以下、ポン
プと称す)で吐出管内が気相の状態で始動すると、第1
図の横軸に流量、縦軸に揚程をとるポンプ特性曲線lに
示すようにポンプは始動点−から始動するのでポンプは
過大流量から運転され、吐出管内が満されるにつれて特
性曲線l上の矢印に沿って小流量側に向かう。
When a downhole pump installed in a deep well (hereinafter referred to as pump) is started with the inside of the discharge pipe in the gas phase, the first
As shown in the pump characteristic curve l, in which the horizontal axis shows the flow rate and the vertical axis shows the lift, the pump starts from the starting point -, so the pump is operated from an excessive flow rate, and as the inside of the discharge pipe is filled, the characteristic curve l Follow the arrow toward the low flow rate side.

従って起動待液面が異常低下して空運転を起したり、過
大流量のためキャビテーションを起してポンプを破損す
る。また地下水中には溶存ガスや無機物が含まれており
、過大流量運転を行うとポンプ内部でこの様なガスが出
たり、無機物が析出したりして、運転不能になる。特に
深さが数百米から数千米の深井戸になると高揚程となり
、始動時に大流量を吐出するポンプが用いられることに
なりこのような問題点は拡大されて発生する。
Therefore, the starting liquid level drops abnormally, causing dry operation, or excessive flow rate causes cavitation, which damages the pump. In addition, groundwater contains dissolved gases and inorganic substances, and if the pump is operated at an excessive flow rate, such gases will be released inside the pump and inorganic substances will precipitate, making the pump inoperable. In particular, in deep wells with depths ranging from several hundred meters to several thousand meters, the pump head becomes high and a pump that discharges a large flow rate at startup is used, which magnifies these problems.

本発明は深井戸ポンプにおけるポンプ始動に際して過大
流量が生じないポンプの始動方法を提供することを目的
とするものである。
An object of the present invention is to provide a method for starting a deep well pump in which an excessive flow rate does not occur when starting the pump.

本願第一発明はダウンホールポンプの駆動機を可変速度
のモータとし、始動時過大流量を生ずる回転数よりも低
い適当な回転数制御を行うものである。
The first invention of the present application uses a variable speed motor as the driving device of the downhole pump, and controls the rotational speed to an appropriate value lower than the rotational speed that causes an excessive flow rate at the time of startup.

本願第二発明は深井戸に設置されるダウンホールポンプ
において、ポンプを回転数制御できるようにして、地上
吐出部もしくはポンプ位置から充分高所に吐出管から井
戸に液を戻す初期運転用バイパスラインまたはガス抜き
を設け、ポンプの回転数設定をポンプが過大流量運転に
ならないように時間の関数で制御されるようにして前記
の様なことが生じないようにしたものである。
The second invention of the present application is a downhole pump installed in a deep well, in which the rotation speed of the pump can be controlled, and a bypass line for initial operation that returns liquid from the discharge pipe to the well is placed at a sufficiently high place from the above-ground discharge part or the pump position. Alternatively, a gas vent is provided and the rotational speed setting of the pump is controlled as a function of time to prevent the pump from operating at an excessive flow rate, thereby preventing the above-mentioned situation from occurring.

以下、本発明の実施例を図面を併用して説明する。第2
図は深井戸にポンプを設置した縦断面図である。密閉し
た井戸Jの液相ダは冷水もしくは温水又は熱水であり、
液相グ中にはポンプ5が設置される。ポンプ3から吐出
管6が地上に導かれ、仕切弁りを介して地上に送られる
Embodiments of the present invention will be described below with reference to the drawings. Second
The figure is a vertical cross-sectional view of a pump installed in a deep well. The liquid phase of the sealed well J is cold water, hot water, or hot water;
A pump 5 is installed in the liquid phase. A discharge pipe 6 is led from the pump 3 to the ground and is sent to the ground via a gate valve.

地上もしくは井戸3内でも差支えないがポンプ!の揚程
に比較して充分高い位置に一端が吐出管に連通し、他方
が井戸3内に開口するバイパス配管ざ又はガス抜きを設
は仕切弁デを介し−て連通ずる。
It doesn't matter if it's above ground or inside well 3, but the pump! A bypass pipe or gas vent is provided at a position sufficiently high compared to the head of the well 3, with one end communicating with the discharge pipe and the other end opening into the well 3, and the bypass pipe or gas vent communicates with the well 3 through a gate valve.

ポンプ!は本発明では変速電動機により駆動され吐出量
可変のポンプが用いられる。該変速電動機の給電ケーブ
ルは図示されないが地上に導かれ、変速制御を行う図示
されない制御装置を介して電源につながれている。
pump! In the present invention, a pump driven by a variable speed electric motor and having a variable discharge amount is used. Although not shown, the power supply cable of the variable speed electric motor is led to the ground and connected to a power source via a control device (not shown) that performs speed change control.

第3図はポンプSの回転数Nを媒介変数として示すポン
プ特性曲線/、/−/、/−2・・・・l−ダを横軸に
流i:Q%縦軸に揚程Hをとって示す線図である。本願
発明のポンプ始動時の制御曲線が符号イ、口で示されて
いる。曲711/が規定回転数Noにおけるポンプ特性
曲線であって、定常状態では運転点ioにて流:tQO
1揚程HOにて運転されるものとする。既にのべたよう
に吐出管6内が無圧で気相であるとするとポンプ5の始
動後始動点aからポンプ特性曲線lに沿って運転点10
に到るものである。
Figure 3 shows the pump characteristic curve /, /-/, /-2...l-da, which shows the rotational speed N of the pump S as a parametric variable, and the flow i:Q% is plotted on the horizontal axis and the head H is plotted on the vertical axis. FIG. Control curves at the time of starting the pump of the present invention are indicated by symbols A and B. Song 711/ is the pump characteristic curve at the specified rotation speed No. In the steady state, the flow at the operating point io is: tQO
It shall be operated at 1 lift HO. As mentioned above, assuming that the inside of the discharge pipe 6 is pressureless and in a gas phase, after the pump 5 is started, the operating point 10 is moved along the pump characteristic curve l from the starting point a.
This is the result.

始動時の制御曲線(イ)は流量Q=θから次第に流量Q
1揚程Hを増加させ運転点10に到るものであり、制御
曲線(ロ)は流量Q=Q0=一定にて始動させ揚程Hを
次第に増加させ運転点10に到るものである。
The control curve (A) at startup gradually increases from the flow rate Q=θ to the flow rate Q.
The control curve (b) starts with the flow rate Q=Q0=constant and gradually increases the head H to reach the operating point 10.

このような制御曲線0)、←)はポンプjの回転数を変
化させることによりめられる。このようなポンプSの制
御関数をめる。
Such control curves 0), ←) can be obtained by changing the rotational speed of pump j. Determine the control function of such a pump S.

吐出管乙の管内液量をV、吐出管乙の内径断面積をAと
すると V=AH 時間tで微分して dt (it 特性曲線(イ)のごとく−乗カーブに沿って回転数をあ
げる場合 式(1)、(21、(31から dN QoN。
If the liquid volume in the discharge pipe B is V, and the internal cross-sectional area of the discharge pipe B is A, then V = AH Differentiate with time t and increase the rotation speed along the -power curve as shown in the characteristic curve (A). If equation (1), (21, (31) dN QoN.

at 、2AH8 と 特性曲線(ロ)のどとくQを一定値QOとした場合回転
数は揚程の関数である N = f (H) ・・・・(5) 式TI)から dHQ、。
at, 2AH8 and the characteristic curve (b), when the throat Q is a constant value QO, the rotation speed is a function of the head: N = f (H)...(5) From formula TI), dHQ.

dt A Q〇 八H==−t、、、=(Q) 式(5ン、(6)から となる。dt A Q〇 8H==-t,,,=(Q) From formula (5, (6) becomes.

このような制御関数を第り図に線図で示す。Such a control function is diagrammatically shown in Figure 2.

図において横軸に時間を縦軸に回転数をとる。In the figure, the horizontal axis represents time and the vertical axis represents the number of rotations.

符号0〕で示される制御関数曲線は第3図における制御
曲線0)に対応するものであり、ポンプSの回転数を時
間に一次比例させ、回転数N=θから始動させて回転数
N。に到るものである。第3図の制御曲線(ロ)に対応
する制御関数曲線(ロ)はN、にて始動し、回転数N。
The control function curve indicated by the symbol 0] corresponds to the control curve 0) in FIG. 3, in which the rotation speed of the pump S is made linearly proportional to time, and the rotation speed is started from the rotation speed N=θ to reach the rotation speed N. This is the result. The control function curve (B) corresponding to the control curve (B) in FIG. 3 starts at N, and the rotational speed is N.

に到るものである。It reaches this point.

こ\でポンプSが備える可変速モータを制御する制御装
置に式(4)又は(7)に従って該ポンプ左の駆動モー
タを変速させるように制御すると始動時ポンプ5は制御
曲線(イ)又は(ロ)に従って運転され、運転点10に
到る。そして運転点IOでは回転数No、流量Q。、揚
程Hoにて運転される。
Now, when the control device that controls the variable speed motor of the pump S is controlled to change the speed of the drive motor on the left side of the pump according to equation (4) or (7), the pump 5 at startup will follow the control curve (A) or ( (b) and reaches the operating point 10. At the operating point IO, the rotation speed is No. and the flow rate is Q. , operated at lifting height Ho.

更に本発明では始動時仕切弁りを開放し仕切弁りを閉め
ておくことにより、吐出管を内の気体はバイパス配管g
をとおり、井戸3内に還元される。か\る気体は密閉サ
イクルを用いる地下水利用において、地下水に含まれて
いたものであるから、井戸3に戻し、圧力を加えること
により井戸水に再溶存するようになるものである。そし
て吐出管6内はウォータハンマを起すことなくスムース
にバイパス運転に入ることができる。
Furthermore, in the present invention, by opening the gate valve at startup and closing the gate valve, the gas inside the discharge pipe is diverted to the bypass pipe g.
The water passes through the water and is returned to well 3. Since such gas was contained in groundwater when using groundwater using a closed cycle, it is returned to the well 3 and by applying pressure, it becomes re-dissolved in the well water. The inside of the discharge pipe 6 can smoothly enter bypass operation without causing water hammer.

更に又吐出管6から仕切弁りを介して地上設備へ流量Q
。にて送水するのを緩和するために始動後一定時間仕切
弁デを開き、ポンプSの吐出圧力が規定回転数N。にお
いて揚程Hoとなったところで仕切弁りを開き仕切弁り
を閉じる。かくして地上の仕切弁7以降の装置が密閉装
置であって停止時に圧力が揚程Hoに見合う系内圧力を
保持している場合に仕切弁7前後は同圧となり、規定流
量Q。が流れるから円滑に始動することができる。
Furthermore, the flow rate Q from the discharge pipe 6 to the ground equipment via the gate valve
. In order to reduce the water supply, the gate valve D is opened for a certain period of time after startup, and the discharge pressure of the pump S is maintained at the specified rotation speed N. When the lift height reaches Ho, the gate valve is opened and the gate valve is closed. In this way, if the device after the gate valve 7 on the ground is a closed device and maintains an internal pressure corresponding to the head Ho when the system is stopped, the pressure before and after the gate valve 7 will be the same, and the specified flow rate Q will be achieved. flows, allowing for a smooth start.

以上のように本ft第一発明は深井戸の井戸水汲み上げ
に用いられるダウンホールポンプの始動時にダウンホー
ルポンプ吐出量をポンプの規定回転数N。における揚程
θの場合よりも小さくなるように、ダウンホールポンプ
のモータを可変速して始動時は規定回転数以下にて始動
してポンプ運転点の回転数に到るようにしたから、ポン
プ始動時に過大吐出量が生じて井戸の液面が異常低下し
て空運転を起したり、ポンプにキャビテーションが生じ
たり、過大流量運転により急激に吸込んだ井戸水圧力が
低下してポンプ内部で井戸水に溶存するガスが出たり、
無機物が析出したりして運転不能となることがない。
As described above, the present ft first invention sets the downhole pump discharge amount to the specified rotation speed N of the pump when starting the downhole pump used for pumping water from a deep well. The speed of the downhole pump motor is varied so that the pump head θ is smaller than that in the case of Sometimes, an excessive discharge volume occurs and the liquid level in the well drops abnormally, causing dry operation, or cavitation occurs in the pump, or the pressure of the well water sucked in suddenly decreases due to excessive flow volume operation, causing the well water to dissolve in the well water inside the pump. Gas is released,
There is no possibility of inoperability due to precipitation of inorganic substances.

定常運転点まで時間がのびるので急激な圧力変動を避け
ることができウォータハンマが生じない。かくして吐出
管内が気相の状態で始動するダウンホールポンプを安全
に始動できる。
Since it takes time to reach the steady operating point, sudden pressure fluctuations can be avoided and water hammer will not occur. In this way, it is possible to safely start a downhole pump that starts while the inside of the discharge pipe is in the gas phase.

本願第二発明はダウンホールポンプにおいて吐出管の高
揚程部分をバイパス配管もしくはガス抜きで仕切弁を介
して井戸の上部に連通させたから、第一発明に加つるに
吐出管内の気体を井戸に戻し、地上施設に気体を送るこ
とがない。
In addition to the first invention, the second invention of the present application connects the high-lift part of the discharge pipe in a downhole pump to the upper part of the well through a gate valve using bypass piping or gas venting, and therefore, in addition to the first invention, the gas in the discharge pipe is returned to the well. , no gas is sent to ground facilities.

又ポンプの吐出圧力が吐出管と地上施設と結合する仕切
弁前後で差が少くなるので円滑な始動を行うことができ
る。
Furthermore, since the difference in the discharge pressure of the pump before and after the gate valve connecting the discharge pipe and the ground facility is reduced, smooth startup can be achieved.

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

第1図は過大流量を生ずる関係を示すためのポンプ特性
線図、第2図は本発明の実施例の縦断面図、第3図は本
発明の運転特性の実施例を示す線図、第り図は第3図に
おける制御回転数を示す線図である。 /、/−/S−/−ダ・・ポンプ特性曲線 λ・―始動
点 3・・井戸 グ・・液相 S・・ポンプ 6・・吐
出管 7・・仕切弁 g・・バイパス配管 ヂ・・仕切
弁 10・・運転点。 特許出願人 株式会社荏原製作所 代理人 新 井 一部 時間− −6(M −
FIG. 1 is a pump characteristic diagram showing the relationship that causes excessive flow rate, FIG. 3 is a diagram showing the control rotation speed in FIG. 3. /, /-/S-/-da... Pump characteristic curve λ... Starting point 3... Well G... Liquid phase S... Pump 6... Discharge pipe 7... Gate valve g... Bypass piping Di...・Gate valve 10... Operating point. Patent applicant Ebara Corporation Agent Arai Partial time - -6 (M -

Claims (1)

【特許請求の範囲】 l 井戸内に設置されるダウンホールポンプを回転数制
御できるようにし、ダウンホールポンプの吐出管内が気
相になっている場合において、ダウンホールポンプの回
転数設定を該ポンプが過大流量運転にならないように時
間の関数で制御されるようにしたダウンホールポンプの
始動方法。 ユ 密閉井戸内に設置されるダウンポールポンプを回転
数制御できるようにし、ダウンホールポンプの吐出管内
が気相になっている場合において、ダウンホールポンプ
の回転数設定を該ポンプが過大流量運転にならないよう
に時間の関数で制御されるようにし、且つ、ダウンホー
ルポンプから充分高い位置において吐出管から井戸に液
体を戻す初期運転用バイパス配管またはガス抜きを設は
少くとも始動時に該バイパス配管またはガス抜きを動作
させて吐出管内の気体又は液体を井戸に戻すダウンホー
ルポンプの始動方法。
[Scope of Claims] l It is possible to control the rotation speed of a downhole pump installed in a well, and when the inside of the discharge pipe of the downhole pump is in a gas phase, the rotation speed setting of the downhole pump is controlled by the pump. A downhole pump starting method in which the downhole pump is controlled as a function of time to prevent excessive flow rate operation. (Y) It is possible to control the rotation speed of a downhole pump installed in a closed well, and when the inside of the downhole pump's discharge pipe is in the gas phase, the rotation speed setting of the downhole pump can be adjusted to prevent the pump from operating at an excessive flow rate. At least during start-up, bypass piping or degassing should be installed for the initial operation to return liquid from the discharge pipe to the well at a position sufficiently high from the downhole pump so that it is controlled as a function of time to prevent A method for starting a downhole pump that operates the gas vent to return gas or liquid in the discharge pipe to the well.
JP13558583A 1983-07-25 1983-07-25 Method of starting down hole pump Pending JPS6027800A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13558583A JPS6027800A (en) 1983-07-25 1983-07-25 Method of starting down hole pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13558583A JPS6027800A (en) 1983-07-25 1983-07-25 Method of starting down hole pump

Publications (1)

Publication Number Publication Date
JPS6027800A true JPS6027800A (en) 1985-02-12

Family

ID=15155259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13558583A Pending JPS6027800A (en) 1983-07-25 1983-07-25 Method of starting down hole pump

Country Status (1)

Country Link
JP (1) JPS6027800A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006070780A (en) * 2004-09-01 2006-03-16 Ebara Corp Pump driving method in pump plant, pump driving device and pump plant
WO2017094304A1 (en) * 2015-11-30 2017-06-08 株式会社 荏原製作所 Pump device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006070780A (en) * 2004-09-01 2006-03-16 Ebara Corp Pump driving method in pump plant, pump driving device and pump plant
JP4553664B2 (en) * 2004-09-01 2010-09-29 株式会社荏原製作所 Pump operation method of pump station, pump operation device and pump station
WO2017094304A1 (en) * 2015-11-30 2017-06-08 株式会社 荏原製作所 Pump device

Similar Documents

Publication Publication Date Title
US11021919B2 (en) Mud circulation system for reducing the swab pressure while tripping out
JP4563319B2 (en) Water pump device and operation control method thereof
JPS6027800A (en) Method of starting down hole pump
JP2018165468A (en) Control system and control method of pump, and drainage system
JP2009085134A (en) Operation control device of horizontal shaft pump, and operation controlling method
JP4854478B2 (en) Pump device
JP2000027788A (en) Method for operating vertical shaft pump, and vertical shaft pump
JP2006022611A (en) Pump gate
JP2020070752A (en) Operation control method of submerged pump
JP2021139319A (en) Horizontal shaft submerged pump and suction pump used for horizontal shaft submerged pump
JP6671231B2 (en) Operation control method and operation control device
JP2006250004A (en) Collective pump device
KR100336354B1 (en) Duct air removing method for hydraulic elevator
RU2804653C2 (en) Method for gas production in a watered gas well by periodically removing formation water from the bottom hole into the underlying water-saturated formation
JPH05263783A (en) Stable pump operating method
JPH07185518A (en) Waste water monitoring system with emergency shutoff valve
JPH07324375A (en) Control device of storm sewage pump
KR100336353B1 (en) Oil injection method for hydraulic elevator
CN220565176U (en) Plugging gate device
JP2002235671A (en) Operation control method for pump at pump gate
JP3929213B2 (en) Tubular pump equipment
JP4553664B2 (en) Pump operation method of pump station, pump operation device and pump station
JP2021014815A (en) Pump gate using vertical shaft submerged pump
JP2000027786A (en) Vertical shaft pump
RU1804541C (en) Method for control of drilling mud circulation