JPH03168386A - Measuring device of pump discharge flow - Google Patents
Measuring device of pump discharge flowInfo
- Publication number
- JPH03168386A JPH03168386A JP30631689A JP30631689A JPH03168386A JP H03168386 A JPH03168386 A JP H03168386A JP 30631689 A JP30631689 A JP 30631689A JP 30631689 A JP30631689 A JP 30631689A JP H03168386 A JPH03168386 A JP H03168386A
- Authority
- JP
- Japan
- Prior art keywords
- pump
- head
- curve
- discharge
- actual
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 238000005086 pumping Methods 0.000 claims description 6
- 238000005259 measurement Methods 0.000 abstract description 2
- 238000001514 detection method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000000691 measurement method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Landscapes
- Control Of Positive-Displacement Pumps (AREA)
- Control Of Non-Positive-Displacement Pumps (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、例えば雨水ポンプ場のポンプ井と放流井との
間に設備した送水ポンプを実施対象とするポンプ吐出流
量の計測装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pump discharge flow rate measuring device that is used, for example, in a water pump installed between a pump well and a discharge well of a rainwater pumping station.
頭記した雨水ポンプ場では放流管理の面からポンプの放
水流量を自動的に計測する必要がある。In the rainwater pumping station mentioned above, it is necessary to automatically measure the water discharged by the pump from the viewpoint of discharge management.
一方、ポンプ場でポンプ吐出流量を計測する方式として
、流量計を用いずにポンプ自身の揚程曲線,および吐出
弁を含む送水管路の抵抗曲線からポンプ運転点での吐出
流量を演算によって求めるようにした計測方法が既に実
施されている。On the other hand, as a method of measuring the pump discharge flow rate at a pumping station, the discharge flow rate at the pump operating point is determined by calculation from the lift curve of the pump itself and the resistance curve of the water supply pipe including the discharge valve, without using a flow meter. The measurement method described above has already been implemented.
この場合に、従来のit計測方式では、ポンプの揚程曲
線1抵抗曲線をあらかしめ折線で近似した一次方程式と
して模擬し、ポンプ井と敢流井との間の水位差.ポンプ
回転数.吐出弁開度の検出値を基にポンプの実揚程,並
びにポンプ回転数,吐出弁開度をパラメータとする揚程
曲線,抵抗曲線を近似した一次方程式を求め、さらにこ
の一次方程式から実運転中のポンプに対する運転点(揚
程曲線と抵抗曲線との交点)の解を演算し、その運転状
態でのポンプ吐出流量を求めるようにしている。In this case, in the conventional IT measurement method, the head curve and resistance curve of the pump are simulated as a linear equation approximated by a broken line, and the water level difference between the pump well and the flow well is calculated. Pump rotation speed. Based on the detected value of the discharge valve opening, a linear equation is calculated that approximates the actual head of the pump, the head curve and the resistance curve with parameters such as the pump rotation speed and the discharge valve opening. The solution of the operating point for the pump (the intersection of the head curve and the resistance curve) is calculated, and the pump discharge flow rate in that operating state is determined.
ところで、前記した従来のポンプ吐出2Affl計測方
弐では、演算処理プログラムが複雑であり、かつ演算に
より求めた2ii1の誤差も大きくなると言った難点が
ある.
すなわち、ポンプの揚程特性線,および管路の摩擦損失
水頭(管路内の流速の二乗に比例する)で表される抵抗
線は本来二次曲線であるにも係わらず、これを折線で近
似した一次方程式として模擬するために、一つの曲線を
表すのに多数の一次方程式が必要であることに加え、さ
らにポンプ回転数,吐出弁開度をパラメータとして各回
転数.弁開度に対応した揚程曲線,抵抗曲線を表すには
演算プログラムが膨大となり、流量を求める演算時間も
長くかかる。さらに、曲線を折線近似の一次方程式で模
擬しているために、演算により求めた流量の誤差も大き
くなる。By the way, the conventional pump discharge 2Affl measurement method 2 described above has the disadvantage that the calculation processing program is complicated and the error of 2ii1 obtained by calculation becomes large. In other words, although the pump head characteristic line and the resistance line represented by the pipe friction head loss (proportional to the square of the flow velocity in the pipe) are originally quadratic curves, they can be approximated by a broken line. In order to simulate this as a linear equation, many linear equations are required to represent one curve, and in addition, each rotation speed is calculated using the pump rotation speed and discharge valve opening as parameters. Expressing the head curve and resistance curve corresponding to the valve opening requires an enormous calculation program, and it takes a long time to calculate the flow rate. Furthermore, since the curve is simulated using a linear equation approximating a broken line, the error in the calculated flow rate also becomes large.
本発明は上記の点にかんがみなされたものであり、プロ
グラムを簡素化して演算時間を短縮するととも、流量の
計測精度の向上化が図れるようにしたポンプ吐出流量の
計測装置を提供することを目的とする.
〔課題を解決するための手段〕
上記課題を解決するために、本発明の計測装置は、ポン
プ井と放流井との間の水位差からポンプの実揚程を算出
する実揚程演算部と、ポンプの揚程曲線.吐出弁を含む
ポンプ送水管路の抵抗曲線をポンプ回転数,吐出弁開度
の検出値に対応した二次方程式として求める揚程曲線判
定部,および抵抗曲線判定部と、前記により得た実揚程
、および揚程曲線,抵抗曲線の二次方程式から実運転中
のポンプ運転点に対応するポンプ吐出流量を演算により
求める流量演算部とで構戒するものとする。The present invention has been made in consideration of the above points, and an object of the present invention is to provide a pump discharge flow rate measuring device that simplifies the program to shorten calculation time and improves flow rate measurement accuracy. Suppose that [Means for Solving the Problems] In order to solve the above problems, the measuring device of the present invention includes an actual head calculation unit that calculates the actual head of the pump from the water level difference between the pump well and the discharge well; Lifting head curve. a head curve determination unit that determines a resistance curve of a pump water supply pipe including a discharge valve as a quadratic equation corresponding to the detected value of the pump rotation speed and the discharge valve opening; and a resistance curve determination unit; and a flow rate calculation unit that calculates the pump discharge flow rate corresponding to the pump operating point during actual operation from the quadratic equation of the head curve and the resistance curve.
〔作用]
ポンプの吐出流量は実揚程.ポンプの回転数吐出弁の弁
開度などの条件で変わボンプの揚程曲線と抵抗曲線との
交点である運転点から求めることかできる.ここで、周
知のようにポンプの揚程曲線はポンプの回転数.ポンプ
が複数台ある場合にはその稼動台数により変わり、また
抵抗曲線は吐出弁開度の条件によって変わる二次曲線で
あり、それぞれを二次方程式として表すことができる.
なお、この二次方程式はポンプの実機試験データと一致
することも確認されている.
すなわち、揚程をH.流量をQとして、ポンプの揚程曲
線を表す二次方程式は次記(1)式のようになる.
H=AQ” +BQ十C・一・・・・・・−・−・・・
−・− (1)ここで第2図に示したポンプの揚程曲線
について、ポンプ運転領域内で揚程曲線上に定めた3点
のポイントP.(81 ,ロ+)+Pz(L+ Qz)
, Ps(lli,Qs)に対応する次記の二次方程式
を逆行列として解くことにより、前式における定数A,
B,Cを求めることができる。[Effect] The discharge flow rate of the pump is the actual head. It can be determined from the operating point, which is the intersection of the pump head curve and the resistance curve, depending on conditions such as the pump rotation speed and the opening degree of the discharge valve. Here, as is well known, the head curve of a pump is determined by the number of revolutions of the pump. If there are multiple pumps, the resistance curve changes depending on the number of pumps in operation, and the resistance curve is a quadratic curve that changes depending on the discharge valve opening condition, so each can be expressed as a quadratic equation.
It has also been confirmed that this quadratic equation matches the actual pump test data. In other words, the lifting head is H. The quadratic equation representing the head curve of the pump, where Q is the flow rate, is as shown in equation (1) below. H=AQ” +BQ10C・1・・・・・・−・−・・・
-・- (1) Regarding the head curve of the pump shown in FIG. 2, three points P. (81, lo+)+Pz(L+Qz)
, Ps(lli,Qs) by solving the following quadratic equation as an inverse matrix, the constant A in the previous equation,
B and C can be found.
}It = A Q+” 十B Q+ + CH.=A
Q1+BQt+C
H.−AQ,” +BQ.+C
同様にして抵抗曲線を次記の二次方程式を次式で表し、
H − a Q ’ + b Q + c −−−−−
−−−−(2)前記と同し手法で抵抗曲線上に定めた3
点のポイントに対応する二次方程式を逆行列で解くこと
により、前弐の定数a,b,cを求めることができる。}It = A Q+” 10B Q+ + CH.=A
Q1+BQt+C H. -AQ," +BQ.+C Similarly, the resistance curve can be expressed by the following quadratic equation: H - a Q' + b Q + c -------
-----(2) 3 determined on the resistance curve using the same method as above
By solving the quadratic equation corresponding to the point using an inverse matrix, the constants a, b, and c can be obtained.
したがって、ポンプ場でポンプ井と後段の放水井との水
位検出値から両者間の水位差として求めた実揚程H0と
、ポンプの回転数検出信号を基に判別した実運転中のポ
ンプ揚程曲線に対応する二次方程式((1)弐)と、吐
出弁開度の検出信号を基に判別した抵抗曲線に対応する
二次方程式((2)式)を求めてその定数項に前記の実
湯程H0を加え、さらにこの二つの二次方程式をイコー
ルで結んで式を解けば、実運転中のポンプの運転点に相
応した吐出流IQを次記のようにして求めることができ
る。Therefore, the actual pump head H0 obtained from the water level difference between the pump well and the downstream discharge well at the pumping station as the difference in water level between the two, and the pump head curve during actual operation determined based on the pump rotation speed detection signal. Find the corresponding quadratic equation ((1) 2) and the quadratic equation ((2) equation) corresponding to the resistance curve determined based on the detection signal of the discharge valve opening, and add the above-mentioned actual hot water to the constant term. By adding the equation H0, connecting these two quadratic equations with equals, and solving the equation, the discharge flow IQ corresponding to the operating point of the pump during actual operation can be determined as follows.
AQ” +BQ+C=aQ” 十bQ+c+H.(A
a)Q” + (B b)Q+ (C
c He)ここで、(A−a)丑α
(B−b)= β
(C c He)= γ
とおけば、ポンプの吐出流IQは、二次方程式の解の公
式、
Q=(一β±■戸=コrxr)/2α−・−・・(3)
を用いて算出することができる。AQ” +BQ+C=aQ” 10bQ+c+H. (A
a) Q” + (B b) Q+ (C
c He) Here, if we set (A-a) 丑 α (B-b) = β (C c He) = γ, then the pump discharge flow IQ can be calculated using the formula for solving the quadratic equation, Q = (1 β±■door=ko rxr)/2α−・−・・(3)
It can be calculated using
第1図は本発明害施例によるポンプ吐出流量計測装置の
系統図である.図において、lはポンプ井、2は後段の
放流井、3はポンプ井1と放流井2との間に設備したポ
ンプ、4はボンプ3の吐出弁であり、吐出流量計測装置
はポンプ井1に付設した水位計5、放流井2に付設した
水位計6、ボンプ3の実揚程H6を求める実揚程演算回
路7、ボンプ3の揚程曲線判別回路8、ポンプ送水管路
に対する抵抗曲線判別回路9、およびポンプの吐出流量
を求める流量演算回路lOより構威されている.ここで
、実揚程演算回路7は、水位計5.6により検出したポ
ンプ井1の水位Haと放水井2の水位1lbとの水位差
から実揚程H0を算出する.また、揚程曲線判別回B7
は、各回転数ごとに算出した揚程曲線の二次方程弐から
実運転中のボンプ4の回転数検出信号に対応した二次方
程式を判別する。FIG. 1 is a system diagram of a pump discharge flow rate measuring device according to an embodiment of the present invention. In the figure, l is a pump well, 2 is a downstream discharge well, 3 is a pump installed between pump well 1 and discharge well 2, 4 is a discharge valve of pump 3, and the discharge flow rate measuring device is a pump well 1. A water level gauge 5 attached to the discharge well 2, a water level gauge 6 attached to the discharge well 2, an actual head calculation circuit 7 for calculating the actual head H6 of the pump 3, a head curve discrimination circuit 8 for the pump 3, a resistance curve discrimination circuit 9 for the pump water pipe line , and a flow rate calculation circuit lO for determining the discharge flow rate of the pump. Here, the actual head calculation circuit 7 calculates the actual head H0 from the water level difference between the water level Ha of the pump well 1 and the water level 1 lb of the discharge well 2 detected by the water level gauge 5.6. In addition, head curve discrimination time B7
determines the quadratic equation corresponding to the rotational speed detection signal of the pump 4 during actual operation from the quadratic equation of the head curve calculated for each rotational speed.
さらに、抵抗曲線判別回路8は、吐出弁5の各弁開度ご
とに算出した抵抗曲線からその時点での吐出弁開度信号
をに対応した二次方程弐を判別する.一方、流量演算回
路10は、前記により求めた実揚程H.、および実運転
中のポンプ揚程曲線.抵抗曲線に対応した二次方程式を
基に、先述した(3)式の解の公式により連立二次方程
式の解を演算して揚程曲線と抵抗曲線との交点である運
転点に対応したポンプの吐出流量を求め、その演算結果
を吐出流量の計測値として図示されてない記録計に出力
する.
〔発明の効果〕
本発明によるポンプ吐出流量計測装置は、以上説明した
ように構威されているので、従来のように折線で近似し
た一次方程式も用いて計測する方式と比べて演算プログ
ラムが簡素化され、ポンプ場での任意なポンプ運転条件
に対するポンプ吐出流量を、より高速な演算で精度よく
求めることができる.Furthermore, the resistance curve discriminating circuit 8 discriminates the quadratic equation corresponding to the discharge valve opening signal at that time point from the resistance curve calculated for each valve opening of the discharge valve 5. On the other hand, the flow rate calculation circuit 10 calculates the actual head H. , and the pump head curve during actual operation. Based on the quadratic equation corresponding to the resistance curve, calculate the solution of the simultaneous quadratic equations using the solution formula of equation (3) mentioned above, and find the pump corresponding to the operating point that is the intersection of the head curve and the resistance curve. The discharge flow rate is determined and the calculation result is output to a recorder (not shown) as a measured value of the discharge flow rate. [Effects of the Invention] Since the pump discharge flow rate measuring device according to the present invention is configured as explained above, the calculation program is simpler than the conventional method of measuring using a linear equation approximated by a broken line. The pump discharge flow rate for arbitrary pump operating conditions at a pumping station can be determined with higher accuracy using faster calculations.
第1図は本発明実施例によるポンプ吐出流量計測装置の
系統図、第2図はポンプ揚程曲線の二次方程式を求める
説明図である。図において、l:ポンプ井、2:放流井
、3:ボンプ、4:吐出弁、5.6:水位計、7:実揚
程演算回路、8:揚程曲線判別回路、9:抵抗曲線判別
回路、10:流量演算回路。FIG. 1 is a system diagram of a pump discharge flow rate measuring device according to an embodiment of the present invention, and FIG. 2 is an explanatory diagram for determining a quadratic equation of a pump head curve. In the figure, l: pump well, 2: discharge well, 3: pump, 4: discharge valve, 5.6: water level gauge, 7: actual head calculation circuit, 8: head curve discrimination circuit, 9: resistance curve discrimination circuit, 10: Flow rate calculation circuit.
Claims (1)
た送水ポンプに対する吐出流量の計測装置であって、ポ
ンプ井と放流井との間の水位差からポンプの実揚程を算
出する実揚程演算部と、ポンプの揚程曲線、吐出弁を含
むポンプ送水管路の抵抗曲線をポンプ回転数、吐出弁開
度の検出値に対応した二次方程式として求める揚程曲線
判定部、および抵抗曲線判定部と、前記により得た実揚
程、および揚程曲線、抵抗曲線の二次方程式から実運転
中のポンプ運転点に対応するポンプ吐出流量を演算によ
り求める流量演算部とからなることを特徴とするポンプ
吐出流量の計測装置。1) A device for measuring the discharge flow rate of a water pump installed between a pump well and a discharge well at a pumping station, and an actual head calculation that calculates the actual head of the pump from the water level difference between the pump well and the discharge well. a head curve determination unit that calculates a pump head curve and a resistance curve of a pump water supply pipe line including a discharge valve as a quadratic equation corresponding to detected values of pump rotation speed and discharge valve opening; and a resistance curve determination unit. , a flow rate calculation section which calculates the pump discharge flow rate corresponding to the pump operating point during actual operation from the actual head obtained as described above, and the quadratic equation of the head curve and the resistance curve. measuring device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30631689A JPH03168386A (en) | 1989-11-24 | 1989-11-24 | Measuring device of pump discharge flow |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30631689A JPH03168386A (en) | 1989-11-24 | 1989-11-24 | Measuring device of pump discharge flow |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03168386A true JPH03168386A (en) | 1991-07-22 |
Family
ID=17955640
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP30631689A Pending JPH03168386A (en) | 1989-11-24 | 1989-11-24 | Measuring device of pump discharge flow |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03168386A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999051883A1 (en) * | 1998-04-03 | 1999-10-14 | Ebara Corporation | Diagnosing system for fluid machinery |
JP2007297919A (en) * | 2006-04-27 | 2007-11-15 | Matsushita Electric Ind Co Ltd | Pump operation supporting system |
EP2354556A1 (en) * | 2010-02-10 | 2011-08-10 | ABB Oy | Method in connection with a pump driven with a frequency converter and a frequency converter |
EP2733358A1 (en) | 2012-11-15 | 2014-05-21 | ABB Oy | Method for approximating the static head downstream of a pump |
CN112833031A (en) * | 2017-03-10 | 2021-05-25 | Ksb股份有限公司 | Method for regulating the rotational speed of a centrifugal pump |
-
1989
- 1989-11-24 JP JP30631689A patent/JPH03168386A/en active Pending
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999051883A1 (en) * | 1998-04-03 | 1999-10-14 | Ebara Corporation | Diagnosing system for fluid machinery |
JP3343245B2 (en) * | 1998-04-03 | 2002-11-11 | 株式会社荏原製作所 | Fluid machine diagnostic system |
CN1128930C (en) * | 1998-04-03 | 2003-11-26 | 株式会社荏原制作所 | Diagnosing system for fluid machinery |
JP2007297919A (en) * | 2006-04-27 | 2007-11-15 | Matsushita Electric Ind Co Ltd | Pump operation supporting system |
EP2354556A1 (en) * | 2010-02-10 | 2011-08-10 | ABB Oy | Method in connection with a pump driven with a frequency converter and a frequency converter |
US9181954B2 (en) | 2010-02-10 | 2015-11-10 | Abb Technology Oy | Method in connection with a pump driven with a frequency converter and frequency converter |
EP2733358A1 (en) | 2012-11-15 | 2014-05-21 | ABB Oy | Method for approximating the static head downstream of a pump |
US9568921B2 (en) | 2012-11-15 | 2017-02-14 | Abb Technology Oy | Method for approximating a static head of a fluid transfer system |
CN112833031A (en) * | 2017-03-10 | 2021-05-25 | Ksb股份有限公司 | Method for regulating the rotational speed of a centrifugal pump |
JP2021101113A (en) * | 2017-03-10 | 2021-07-08 | カーエスベー ソシエタス ヨーロピア ウント コンパニー コマンディート ゲゼルシャフト アウフ アクチェンKSB SE & Co. KGaA | Method for controlling rotation speed of centrifugal pump |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6591697B2 (en) | Method for determining pump flow rates using motor torque measurements | |
US3564912A (en) | Fluid flow measurement system | |
EP1881304B1 (en) | Flow rate measurement device | |
CA2056929C (en) | Flowmeter proving apparatus | |
US4417474A (en) | Densitometer | |
US4184364A (en) | Viscosimeter | |
JPH03168386A (en) | Measuring device of pump discharge flow | |
Hancke et al. | The microprocessor measurement of low values of rotational speed and acceleration | |
US4996869A (en) | System for selecting valid K-factor data points based upon selected criteria | |
US5965800A (en) | Method of calibrating an ultrasonic flow meter | |
CN110375818A (en) | Total temperature range ultrasonic flow rate measuring high-precision low-power consumption compensation method | |
JP2003228646A (en) | River condition simulation method | |
US4773253A (en) | Method and apparatus for measuring fluid density | |
JPH0914180A (en) | Method and device for detecting delivery flow rate of variable speed pump | |
JPH03145597A (en) | Method for determining discharge flow rate of rotary pump | |
JPS62815A (en) | Pump flowmeter | |
JPH0452518A (en) | Measuring apparatus of flow rate | |
JP3286008B2 (en) | Flowmeter | |
JPH08338802A (en) | Rotational viscometer | |
RU2085904C1 (en) | Method for measuring viscosity factor of liquid, gas, and gas-liquid mixture flows | |
JPS6319831B2 (en) | ||
JPH06213700A (en) | Instrument error testing device for flow meter | |
JPH05290100A (en) | Flow meter | |
JPS634132B2 (en) | ||
JPS58218505A (en) | Controller for sluice |