CN115076085A - Pressure pulsation identification method for flow state in suction pipe of water pump station - Google Patents

Pressure pulsation identification method for flow state in suction pipe of water pump station Download PDF

Info

Publication number
CN115076085A
CN115076085A CN202210651624.4A CN202210651624A CN115076085A CN 115076085 A CN115076085 A CN 115076085A CN 202210651624 A CN202210651624 A CN 202210651624A CN 115076085 A CN115076085 A CN 115076085A
Authority
CN
China
Prior art keywords
pressure pulsation
signal
suction pipe
flow state
water pump
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.)
Granted
Application number
CN202210651624.4A
Other languages
Chinese (zh)
Other versions
CN115076085B (en
Inventor
冯建军
高菉浛
李昀哲
张业田
朱国俊
吴广宽
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.)
Xian University of Technology
Original Assignee
Xian University of Technology
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 Xian University of Technology filed Critical Xian University of Technology
Priority to CN202210651624.4A priority Critical patent/CN115076085B/en
Publication of CN115076085A publication Critical patent/CN115076085A/en
Application granted granted Critical
Publication of CN115076085B publication Critical patent/CN115076085B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F04POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
    • F04BPOSITIVE-DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS
    • F04B51/00Testing machines, pumps, or pumping installations
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Control Of Non-Positive-Displacement Pumps (AREA)

Abstract

The invention discloses a pressure pulsation identification method of the flow state in a suction pipe of a water pump station, which comprises the following steps: obtaining a pressure pulsation signal p (t) of a suction pipe of a water pump station, and carrying out dimensionless processing on the pressure pulsation signal p (t) to obtain a pressure pulsation time domain signal C p (t); obtaining a pressure pulsation signal frequency domain signal G (j omega) by adopting fast Fourier transform, and extracting 0.1f n The amplitude A and 0-1 f of the pressure pulsation n In-range pressure pulsation frequency domain signal G 1 (j ω); for pressure pulsation frequency domain signal G 1 (j omega) performing inverse Fourier transform to obtain 0-1 f n Pressure pulsation time domain signal C p1 (t); calculating to obtain 0-1 f n Pressure pulsation time domain signal C p1 Energy E and power P of (t); calculated to give 0.1f n Pressure pulsation amplitude A, 0-1 f n Threshold value T of pressure pulsation signal energy E and power P A 、T E And T P (ii) a According to a threshold value T A 、T E And T P And judging whether a bad flow state appears in the suction pipe or not. The method can be used for the suction pipe of the water pump stationAccurate identification is made to the mobile state of portion, thereby avoids water pump unit to move under the too low condition of intake pool water level and leads to the interior bad flow state that appears of suction pipe.

Description

Pressure pulsation identification method for flow state in suction pipe of water pump station
Technical Field
The invention belongs to the technical field of hydraulic engineering, and particularly relates to a method for identifying the flow state in a suction pipe of a water pump station through a pressure pulsation signal.
Background
In the operation of the water pump station, whether the water pump can safely and efficiently operate is closely related to the flow state of water flow of the pump station. As a key device for connecting a water inlet pool of a pump station with a water pump, the flow state of water flow in a suction pipe influences the running state of the whole water pump unit to a great extent. The flow state of the water in the suction pipe is affected by the water level of the water inlet pool, the process of numerical simulation is carried out on the water level flow fields of different water inlet pools of the water pump station system, when the water level of the water inlet pool is reduced to a certain critical value, the submerging depth of the inlet of the suction pipe is lower than the critical submerging depth, the occurrence of suction vortex of the water inlet pool can be caused, air enters the suction pipe, the flow state of the water in the suction pipe can be deteriorated, the phenomenon of blocking of the water flow of the pipe wall below the suction pipe occurs, namely, the flow rate is lower, the flow line is bent, at the moment, the inflow condition of the water pump can be seriously affected, the running stability of the water pump is further affected, even the cavitation erosion and the vibration of the water pump can be caused, and the normal running of the water pump can be avoided. Therefore, a method for identifying the flow state inside the suction pipe of the water pump station is very necessary, and has very important significance on the safe, stable and efficient operation of the water pump station.
Disclosure of Invention
The invention aims to provide a method for identifying the flow state in a suction pipe of a water pump station, which avoids the phenomenon of flow state deterioration in the suction pipe caused by too low water level of a water inlet pool and provides guidance for safe operation of the pump station.
The technical scheme adopted by the invention is as follows:
the pressure pulsation identification method of the flow state in the suction pipe of the water pump station is implemented according to the following steps:
step 1, obtaining a pressure pulsation signal p (t) of a suction pipe of a water pump station, and comparing the pressure pulsation signal p (t) with a pressure pulsation coefficient formulaThe pressure pulsation signal p (t) is subjected to dimensionless processing to obtain a dimensionless pressure pulsation time domain signal C p (t);
Step 2, aiming at the dimensionless pressure pulsation time domain signal C in the step 1 p (t), obtaining a pressure pulsation signal frequency domain signal G (j omega) by adopting fast Fourier transform, and extracting 0.1f n The amplitude A and 0-1 f of the pressure pulsation n In-range pressure pulsation frequency domain signal G 1 (jω),f n Frequency conversion is carried out on the water pump;
step 3, carrying out extraction on 0-1 f extracted in the step 2 n Pressure pulsation frequency domain signal G 1 (j omega) performing inverse Fourier transform to obtain 0-1 f n Pressure pulsation time domain signal C p1 (t);
Step 4, calculating 0-1 f according to a calculation formula of the signal energy E and the signal power P n Pressure pulsation time domain signal C p1 Energy E and power P of (t);
step 5, extracting 0.1f according to step 2 n The amplitude A of the pressure pulsation and 0-1 f obtained in the step 4 n The energy E and the power P of the pressure pulsation signal are calculated to obtain 0.1f n Pressure pulsation amplitude A, 0-1 f n Threshold T of pressure pulsation signal energy E and power P A 、T E And T P
Step 6, obtaining the threshold value T according to the step 5 A 、T E And T P And judging whether the suction pipe has a bad flow state or not.
The invention is also characterized in that:
defining the pressure pulsation coefficient formula in the step 1 as follows:
Figure BDA0003687915600000021
in formula (1): u. of 2 =ωR=2πnR (2)
In formulae (1) and (2): p is static pressure of a monitoring point and has a unit of Pa;
Figure BDA0003687915600000022
is the average static pressure in Pa; ρ is the flowBulk density in kg/m 3 ;u 2 Is the impeller exit peripheral velocity in m/s; r is the radius of the outlet position of the impeller and is expressed in m; and n is the rotating speed of the water pump and has the unit of r/s.
The inverse fourier transform formula in step 3 is:
Figure BDA0003687915600000031
in the formula (3), ω is a signal angular frequency.
The calculation formula of the signal energy E in the step 4 is as follows:
Figure BDA0003687915600000032
the calculation formula of the signal power P is:
Figure BDA0003687915600000033
0.1f in step 5 n Pressure pulsation amplitude A, 0-1 f n Threshold T of pressure pulsation signal energy E and power P A 、T E And T P The specific determination process comprises the following steps:
step 5.1, calculating the mean value of the pressure pulsation amplitude A of different water inlet pool water levels of the water pump station
Figure BDA0003687915600000039
And standard deviation S A ,0.1f n The threshold value of the pressure pulsation amplitude is
Figure BDA0003687915600000034
Step 5.2, calculating 0-1 f of different water inlet pond water levels of the water pump station n Mean value of the energy E of the pressure pulsation signal
Figure BDA0003687915600000035
And standard deviation S E ,0~1f n Pressure pulsationThe threshold of the signal energy is
Figure BDA0003687915600000036
Step 5.3, calculating 0-1 f of different water inlet pond water levels of the water pump station n Mean value of the power P of the pressure pulsation signal
Figure BDA0003687915600000037
And standard deviation S P ,0~1f n The threshold value of the power of the pressure pulsation signal is
Figure BDA0003687915600000038
Wherein a, b and c are coefficients.
The standard for judging whether the suction pipe has bad flow state in the step 6 is as follows:
under a certain water level of the water inlet pool, the pressure pulsation signal simultaneously meets the following three conditions:
0.1f n amplitude of pressure pulsation A>T A
0~1f n Energy E of pressure pulsation signal>T E
0~1f n Power P of pressure pulsation signal>T P
The poor flow regime in the suction pipe of the water pumping station is considered to be present at this time.
The invention has the beneficial effects that: the invention relates to a pressure pulsation identification method of a suction pipe of a water pump station, which comprises the steps of respectively extracting a pressure pulsation amplitude corresponding to 0.1 time of frequency conversion under the water level of each water inlet tank and a pressure pulsation signal within a frequency conversion range of 0-1 time after carrying out fast Fourier transform on an acquired pressure pulsation signal of the suction pipe, calculating the energy and power of the pressure pulsation signal within the frequency conversion range of 0-1 time, and identifying the flow state inside the suction pipe of the water pump station through the pressure pulsation amplitude corresponding to 0.1 time of frequency conversion and the energy and power of the pressure pulsation signal within the frequency conversion range of 0-1 time. The method can accurately identify the flowing state in the suction pipe of the water pump station, and avoids the poor flow state in the suction pipe caused by the running of the water pump unit under the condition that the water level of the water inlet pool is too low.
Drawings
FIG. 1 is a flow chart of a method for identifying pressure pulsations in the flow conditions inside a suction pipe of a water pumping station according to the present invention;
FIG. 2 is a schematic view of the position of a monitoring point of a suction pipe of the water pumping station in the embodiment of the invention;
FIG. 3 shows the measured values of 0.1f at different water levels of the intake pool according to the embodiment of the present invention n Pressure pulsation amplitude A, 0-1 f n A graph of pressure pulsation signal energy E and power P;
fig. 4 and 5 are schematic diagrams of the bad flow state of the suction pipe under the water level of the low water inlet pool of the water pumping station discovered by the invention.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
The invention relates to a pressure pulsation identification method of the flow state in a suction pipe of a water pump station, which extracts the characteristics of the obtained pump station pressure pulsation signal, judges the flow state of the suction pipe through a threshold value and identifies the occurrence of poor flow state in the suction pipe, such as the flow retardation phenomenon occurring below the suction pipe. The steps are shown in figure 1, and specifically comprise:
step 1: obtaining a pressure pulsation signal p (t) of a suction pipe of a water pump station, wherein the positions of a collection point, a water pump station structure and a suction pipe measuring point in the embodiment are shown in fig. 2, the water level of a water intake pool is h, and the sampling frequency f s Obtaining a pressure pulsation signal p (t) of a suction pipe of a water pumping station (2000 Hz), and carrying out dimensionless processing on the pressure pulsation signal p (t) by using a pressure pulsation coefficient formula to obtain a dimensionless pressure pulsation time domain signal C p (t), defining a pressure pulsation coefficient formula as:
Figure BDA0003687915600000051
in formula (1): u. u 2 =ωR=2πnR (2)
In formulae (1) and (2): p is static pressure of a monitoring point and has a unit of Pa;
Figure BDA0003687915600000052
is the average static pressure in Pa; rho is the fluid density in kg/m 3 ;u 2 Is the impeller exit peripheral velocity in m/s; r is the radius of the outlet position of the impeller and the unit is m; n is the rotating speed of the water pump, and the unit is r/s;
step 2: aiming at the pressure pulsation time domain signal C after dimensionless processing in the step 1 p (t), obtaining a pressure pulsation signal frequency domain signal G (j omega) by adopting Fast Fourier Transform (FFT), and extracting 0.1f n The amplitude A and 0-1 f of the pressure pulsation n In-range pressure pulsation frequency domain signal G 1 (j ω), water pump frequency f n =20Hz;
And step 3: for 0-1 f extracted in the step 2 n Frequency domain signal G of pressure pulsations in the range 1 (j omega) performing inverse Fourier transform to obtain 0-1 f n In-range pressure pulsation time domain signal C p1 (t), the inverse fourier transform formula is:
Figure BDA0003687915600000053
in the formula (3), ω is the signal angular frequency;
and 4, step 4: calculating 0-1 f according to a calculation formula of signal energy E and signal power P n Pressure pulsation time domain signal C p1 Energy E and power P of (t):
the formula for the signal energy E is:
Figure BDA0003687915600000061
the calculation formula of the signal power P is:
Figure BDA0003687915600000062
and 5: 0.1f extracted according to step 2 n The amplitude A of the pressure pulsation and 0-1 f obtained in the step 4 n Pressure pulsation signal energy E and power P meterCalculated to yield 0.1f n Pressure pulsation amplitude A, 0-1 f n Threshold T of pressure pulsation signal energy E and power P A 、T E And T P
0.1f n Pressure pulsation amplitude A, 0-1 f n Threshold T of pressure pulsation signal energy E and power P A 、T E And T P The specific determination process comprises the following steps:
step 5.1: in this embodiment, the coefficients a, b and c are all 1, and the water level of different water intake pools of the water pump station is calculated to be 0.1f n Mean value of the amplitude A of the pressure pulsations
Figure BDA0003687915600000063
Standard deviation S A 0.1f when 0.00552 is satisfied n A pressure pulsation amplitude threshold of
Figure BDA0003687915600000064
When the collected pressure pulsation signal is 0.1f n The amplitude A of the pressure pulsation is less than or equal to T A When A exceeds the threshold value, the poor flow state is considered to possibly occur;
step 5.2: calculating the water level 0-1 f of different water inlet pools of the water pump station n Mean value of the energy E of the pressure pulsation signal
Figure BDA0003687915600000065
Standard deviation S E 0 to 1f when 0.00023 is satisfied n The threshold value of the energy of the pressure pulsation signal is
Figure BDA0003687915600000066
When the collected pressure pulsation signal is 0-1 f n Component energy E is less than or equal to T E When E exceeds the threshold value, the poor flow state is considered to possibly occur;
step 5.3: calculating the water level 0-1 f of different water inlet pools of the water pump station n Mean value of the power P of the pressure pulsation signal
Figure BDA0003687915600000067
Standard deviation S P 0 to 1f when the average value is 0.00012 n The threshold value of the power of the pressure pulsation signal is
Figure BDA0003687915600000068
When the collected pressure pulsation signal is 0-1 f n Component power P is less than or equal to T P When P exceeds the threshold value, the poor flow state is considered to possibly occur;
step 6: obtaining the threshold value T according to the step 5 A 、T E And T P Judging whether a bad flow state appears in the suction pipe:
if the pressure pulse signal under a certain water level of the water inlet pool simultaneously meets the following three conditions:
0.1f n amplitude of pressure pulsation A>T A
0~1f n Energy E of pressure pulsation signal>T E
0~1f n Power P of pressure pulsation signal>T P
The pump station suction line is considered to have a poor flow pattern at this time.
In this embodiment, when the intake pool water level h of the water pumping station is 0.9566m, a is 0.0165, E is 0.00063, and P is 0.00032, all of which satisfy the above conditions, and therefore, the flow state in the suction pipe deteriorates at this intake pool water level, and a defective flow state occurs. In order to verify the reliability of the method, the numerical simulation is carried out on the working condition that the water level h of the water inlet pool is 0.9566m, the obtained result is shown in fig. 4 and fig. 5, and the phenomenon that a poor flow state occurs on the lower pipe wall of the suction pipe and the water flow is blocked, namely the flow speed is low and the flow line is bent, can be obviously seen.

Claims (6)

1. The pressure pulsation identification method of the flow state in the suction pipe of the water pump station is characterized by comprising the following steps:
step 1, obtaining a pressure pulsation signal p (t) of a suction pipe of a water pumping station, and carrying out dimensionless processing on the pressure pulsation signal p (t) by using a pressure pulsation coefficient formula to obtain a dimensionless pressure pulsation time domain signal C p (t);
Step (ii) of2. Aiming at the dimensionless pressure pulsation time domain signal C in the step 1 p (t), obtaining a pressure pulsation signal frequency domain signal G (j omega) by adopting fast Fourier transform, and extracting 0.1f n The amplitude A and 0-1 f of the pressure pulsation n In-range pressure pulsation frequency domain signal G 1 (jω),f n Frequency conversion is carried out on the water pump;
step 3, carrying out extraction on 0-1 f extracted in the step 2 n Pressure pulsation frequency domain signal G 1 (j omega) performing inverse Fourier transform to obtain 0-1 f n Pressure pulsation time domain signal C p1 (t);
Step 4, calculating 0-1 f according to a calculation formula of the signal energy E and the signal power P n Pressure pulsation time domain signal C p1 Energy E and power P of (t);
step 5, extracting 0.1f according to step 2 n The amplitude A of the pressure pulsation and 0-1 f obtained in the step 4 n The energy E and the power P of the pressure pulsation signal are calculated to obtain 0.1f n Pressure pulsation amplitude A, 0-1 f n Threshold T of pressure pulsation signal energy E and power P A 、T E And T P
Step 6, obtaining the threshold value T according to the step 5 A 、T E And T P And judging whether a bad flow state appears in the suction pipe or not.
2. The method for recognizing the pressure pulsation of the flow state inside the suction pipe of the water pumping station according to claim 1, wherein the pressure pulsation coefficient formula in the step 1 is defined as follows:
Figure FDA0003687915590000011
in formula (1): u. of 2 2 pi nR (2) formula (1) and formula (2): p is static pressure of a monitoring point and has a unit of Pa;
Figure FDA0003687915590000012
is the average static pressure in Pa; rho is the fluid density in kg/m 3 ;u 2 Is leaf ofWheel exit peripheral speed in m/s; r is the radius of the outlet position of the impeller and the unit is m; and n is the rotating speed of the water pump and has the unit of r/s.
3. The method for recognizing the pressure pulsation of the flow state inside the suction pipe of the water pumping station according to claim 1, wherein the inverse Fourier transform formula in the step 3 is as follows:
Figure FDA0003687915590000021
in the formula (3), ω is a signal angular frequency.
4. The method for recognizing the pressure pulsation of the flow state inside the suction pipe of the water pumping station according to claim 1, wherein the calculation formula of the signal energy E in the step 4 is as follows:
Figure FDA0003687915590000022
the calculation formula of the signal power P is:
Figure FDA0003687915590000023
5. the method for recognizing the pressure pulsation in the flow state inside the suction pipe of the water pumping station according to claim 1, wherein 0.1f in the step 5 is n Pressure pulsation amplitude A, 0-1 f n Threshold T of pressure pulsation signal energy E and power P A 、T E And T P The specific determination process comprises the following steps:
step 5.1, calculating the mean value of the pressure pulsation amplitude A of different water inlet pool water levels of the water pump station
Figure FDA0003687915590000027
And standard deviation S A ,0.1f n The corresponding pressure pulsation amplitude threshold value is
Figure FDA0003687915590000024
Step 5.2, calculating 0-1 f of different water inlet pond water levels of the water pump station n Mean value of the energy E of the pressure pulsation signal
Figure FDA0003687915590000028
And standard deviation S E ,0~1f n The threshold value of the energy of the pressure pulsation signal is
Figure FDA0003687915590000025
Step 5.3, calculating 0-1 f of different water inlet pond water levels of the water pump station n Mean value of the power P of the pressure pulsation signal
Figure FDA0003687915590000029
And standard deviation S P ,0~1f n The threshold value of the power of the pressure pulsation signal is
Figure FDA0003687915590000026
Wherein a, b and c are coefficients.
6. The method for identifying the pressure pulsation of the flow state in the suction pipe of the water pumping station according to claim 1, wherein the standard for judging whether the poor flow state occurs in the suction pipe in the step 6 is as follows:
under a certain water level of the water inlet pool, the pressure pulsation signal simultaneously meets the following three conditions:
0.1f n amplitude of pressure pulsation A>T A
0~1f n Energy E of pressure pulsation signal>T E
0~1f n Power P of pressure pulsation signal>T P
The poor flow regime in the suction pipe of the water pumping station is considered to be present at this time.
CN202210651624.4A 2022-06-10 2022-06-10 Pressure pulsation identification method for internal flowing state of suction pipe of water pump station Active CN115076085B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210651624.4A CN115076085B (en) 2022-06-10 2022-06-10 Pressure pulsation identification method for internal flowing state of suction pipe of water pump station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210651624.4A CN115076085B (en) 2022-06-10 2022-06-10 Pressure pulsation identification method for internal flowing state of suction pipe of water pump station

Publications (2)

Publication Number Publication Date
CN115076085A true CN115076085A (en) 2022-09-20
CN115076085B CN115076085B (en) 2023-06-23

Family

ID=83251677

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210651624.4A Active CN115076085B (en) 2022-06-10 2022-06-10 Pressure pulsation identification method for internal flowing state of suction pipe of water pump station

Country Status (1)

Country Link
CN (1) CN115076085B (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2527563A1 (en) * 2005-12-23 2006-03-10 Westport Research Inc. Apparatus and method for pumping a cryogenic fluid from a storage vessel and diagnosing cryogenic pump performance
CN108664710A (en) * 2018-04-20 2018-10-16 江苏大学 A kind of pump flow-induced vibration performance comprehensive evaluation method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2527563A1 (en) * 2005-12-23 2006-03-10 Westport Research Inc. Apparatus and method for pumping a cryogenic fluid from a storage vessel and diagnosing cryogenic pump performance
CN108664710A (en) * 2018-04-20 2018-10-16 江苏大学 A kind of pump flow-induced vibration performance comprehensive evaluation method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
宋希杰;刘超;罗灿;: "轴流泵装置进水漩涡对压力脉动的影响", 农业机械学报, no. 02, pages 120 - 126 *

Also Published As

Publication number Publication date
CN115076085B (en) 2023-06-23

Similar Documents

Publication Publication Date Title
Dutta et al. Centrifugal pump cavitation detection using machine learning algorithm technique
WO2020024325A1 (en) Vane pump cavitation determination and state evaluation method and system
DK178564B1 (en) Gas compression
CN106761681B (en) Electric pump well fault real-time diagnosis system and method based on time sequence data analysis
Sun et al. Cyclic spectral analysis of vibration signals for centrifugal pump fault characterization
CN110410336B (en) Automatic pump cavitation state identification method
Li et al. Statistical characteristics of suction pressure signals for a centrifugal pump under cavitating conditions
Zhang et al. Vibration characteristics induced by cavitation in a centrifugal pump with slope volute
Mousmoulis et al. Application of Spectral Kurtosis on vibration signals for the detection of cavitation in centrifugal pumps
Dong et al. Detection of Inception Cavitation in Centrifugal Pump by Fluid‐Borne Noise Diagnostic
CN104763663B (en) The determination method and system in compressor operating space based on variable parameter operation
CN112329357B (en) Simple diagnosis method and system for vibration fault of clean water centrifugal pump
CN111059477A (en) Double-layer framework based reverse source-seeking chemical pipeline leakage detection and positioning method
CN115076085A (en) Pressure pulsation identification method for flow state in suction pipe of water pump station
Mousmoulis et al. Experimental analysis of the onset and development of cavitation in a centrifugal pump
Zhou et al. Effect of vibration and noise measuring points distribution on the sensitivity of pump cavitation diagnosis
CN107061370A (en) A kind of utilization fore pump solves the device and its application method of ORC electricity generation system pump cavitations
CN106885621A (en) A kind of centrifugal pump hydrodynamic noise measuring table
CN116517847A (en) Experimental judgment method for stability of flow field inside impeller of centrifugal pump
Wang et al. Experimental measurement of cavitation-induced vibration characteristics in a multi-stage centrifugal pump
CN112576537B (en) Real-time evaluation method and evaluation system for centrifugal pump cavitation degree
CN206338213U (en) A kind of New type water pump
CN105604953A (en) Multistage-pump impeller stagger arranging method based on vibration optimization
CN112526587B (en) Concrete pumping pipeline safety state identification method and equipment
Muntean et al. Investigation and analysis of the flow field induced by a symmetrical suction elbow at the pump inlet

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant