Zero point drift compensating flowmeter
09689729 ยท 2017-06-27
Assignee
Inventors
Cpc classification
G01F15/02
PHYSICS
G01F1/80
PHYSICS
G01F1/206
PHYSICS
International classification
G01F1/80
PHYSICS
G01L13/00
PHYSICS
Abstract
A small and light-weight flowmeter realizes the compensation of a zero point drift. A mass flowmeter includes: a centrifugal force/centripetal force detection strain gauge adhered to a part acted upon by a centrifugal force or a centripetal force of fluid in a pipe line in which the fluid flows and a flow rate zero point drift compensation strain gauge adhered to a position different from that of the centrifugal force/centripetal force detection strain gauge. A pulse wave propagation time between the two points is used to compensate a zero point drift of a flow rate.
Claims
1. A pressure sensor, comprising: a first pressure detection device configured to detect the pressure of fluid in a pipe line in which the fluid flows; and a second pressure detection device for compensation of a zero point drift configured to detect the pressure of fluid at a position different from a position of the first pressure detection device, wherein the zero point drift of a pressure of the first pressure detection device is compensated by substituting a value of a minimum pressure value obtained from an output of the first pressure detection device with a minimum pressure value obtained from a pulse wave propagation time and a pressure change amount, the pulse wave propagation time representing the time difference propagating between different two portions in the pipe line recorded between the first and second pressure detection devices, the pressure change amount being obtained from the output of the first pressure detection device.
2. A mass flowmeter, comprising: a first strain gauge disposed in a bent section in a pipe line in which a centrifugal force or a centripetal force of fluid is acted, the fluid flows in the pipe line, and configured to detect the centrifugal force or the centripetal force of fluid; and a second strain gauge which is disposed in the straight section in the pipe line different from the bent section; a third strain gauge for a static pressure compensation disposed in a straight section in the pipe line different from the second strain gauge, wherein a zero-point drift of a flow rate is compensated by substituting a value of a minimum pressure value obtained from an output of the first strain gauge with a minimum pressure value obtained from a pulse wave propagation time, a second pulse wave propagation time and a pressure change amount, the pulse wave propagation time represents the time difference propagating between different two portions in the pipe line recorded between the first and second strain gauges, the second pulse wave propagation time represents the time difference propagating between the two portions in the pipe line recorded between the second and third strain gauges, and the pressure change amount being obtained from each output of the first and third strain gauges.
3. The mass flowmeter according to claim 2, wherein a tube of elastic material is formed in the different two points in the pipe line between the first and second strain gauges.
4. The mass flowmeter according to claim 2, wherein a signal, after the zero point drift compensation using the pulse wave propagation time, is output as a pressure signal.
5. The mass flowmeter according to claim 4, wherein the pipe line resistance is measured from the pressure signal and the flow rate measured using the bent section.
6. A mass flowmeter, comprising: a first strain gauge disposed in a bent section in a pipe line in which a centrifugal force or a centripetal force of fluid is acted, the fluid flows in the pipe line, and configured to detect the centrifugal force or the centripetal force of fluid; and a check valve provided in the straight section in the pipe line the check valve configured to open when a fixed pressure is applied to the pipe line, a third strain gauge for a static pressure compensation disposed in a straight section in the pipe line different from the second strain gauge, and wherein a third pulse wave propagation time is calculated based on a time of a fixed pressure change amount in the first strain gauge and an opening time of the check valve, the third pulse wave propagation time represents the time difference propagating between different two portions in the pipe line recorded between the first strain gauge and the check valve, a fourth pulse wave propagation time is calculated based on a time of a fixed pressure change amount in the third strain gauge and an opening time of the check valve, the third pulse wave propagation time represents the time difference propagating between the two portions in the pipe line recorded between the third strain gauge and the check valve, and a zero-point drift of a flow rate is compensated by substituting a minimum pressure value obtained from an output of the first pressure detection device with a minimum pressure value obtained from the third pulse wave propagation time, the fourth pulse wave propagation time and a pressure change amount, the pressure change amount being obtained based on each of the outputs of the first and third strain gauges.
Description
BRIEF DESCRIPTION OF DRAWINGS
(1)
(2)
(3)
(4)
(5)
DESCRIPTION OF EMBODIMENTS
(6) The velocity of a pressure pulse wave moving through a pipe line is called a pulse wave propagation velocity (PWV: Pulse Wave Velocity). When a pulse wave between two different points is recorded in a pipe line, the PWV is defined by the following equation, based on the pulse wave propagation time (PTT: Pulse Transit Time) representing the time difference between the two points and the distance therebetween (L).
PWV=L/PTT
(7) On the other hand, the relation between the PWV and the elasticity of the pipe line is expressed by the following equation based on the Moens-Korteweg equation.
PWV={(EXh)/(2rX)}.sup.1/2
(8) Here, E is a Young's modulus, h is the thickness of a pipe line wall, r is a radius in the pips line, and is the density of the operating fluid. It is assumed that values other than the Young's modulus are a fixed value because these values have a smaller change amount than that of the Young's modulus. Thus, it is assumed that PWV substantially depends on the Young's modulus. In addition, the Young's modulus can be expressed by the following equation.
E=P/(hXD)
(9) Here, P is the pressure change amount, whereas D is the change amount of the inner diameter, When a constant is set as and these equations are redefined, the following equation is obtained.
PTT=(D/P).sup.1/2
(10) As can be seen from this equation, the PTT changes depending on the pressure change amount and the inner diameter change amount. Then, the pressure change amount P is obtained by a strain gauge adhered to a pipe line. On the other hand, the inner diameter change amount D of the pipe line at the pressure change amount P has a lower change amount in accordance with an increase of the minimum pressure value P.sub.L. Thus, the following equation is obtained based on the assumption in which the constant is set as .
D=XP.sub.L
(11) When the constant is set as and this equation and the PTT equation are redefined, the following equation is obtained,
P.sub.L=PTT.sup.2P
(12) That is, it can be seen that the minimum pressure value P.sub.L is a function of the PTT and the pressure change amount P. Furthermore, since the PTT and the pressure change amount P are not influenced by the zero-point drift, by calculating the constant in advance from the above equation, the pressure change amount P is obtained by the strain gauge adhered to the pipe line as described above. Thus, the minimum pressure value P.sub.L can be calculated from the PTT and the above equation. Then, by substituting the value P.sub.L of the minimum pressure value obtained from the strain gauge adhered to the pipe line with the minimum pressure value P.sub.L obtained from the PTT, the zero point drift of the pressure can be compensated. Then, by calculating the mass flow rate based on the compensated pressure, the zero point drift of the flow rate can be compensated.
(13) [Embodiment]
(14) (First Embodiment)
(15)
(16) (Second Embodiment)
(17)
(18) Then, the signals measured by she centrifugal force measurement strain gauge and the static pressure compensation strain gauge are amplified by an amplifier to calculate a pressure change amount based on a calibration equation calculated in advance. Based on the pulse wave propagation times and the pressure change amounts calculated for she respective pressure pulse waves, the minimum pressure pulse value can be calculated based on the calibration equation calculated in advance. By substituting this minimum pressure pulse value with the minimum pressure value obtained from the strain gauge attached to the pips line, the zero point drift of the pressure can be compensated. Then, the compensated pressure difference obtained from the two types of strain gauges in bend pipes can be input to the flow rate output device with the flow rate calibration equation, and thereby measuring the mass flow rate.
(19) (Third Embodiment)
(20)
(21)
(22)
INDUSTRIAL APPLICABILITY
(23) The invention can be applied to a field requiring the flow rate measurement by a small and light-weight flowmeter (e.g., a medical flowmeter such as an artificial heart) or a mass flowmeter that can be applied to the flow rate measurement of the fluid or gas flowing in a piping of a petroleum, petrochemistry, or chemical plant for example, cleaning water for a bottle, cleaning liquid for a wafer or a substrate, or medicinal agent for example, providing the compensation of a zero point drift.