CN112834142B - Method for determining cavitation initial position of runner blade of axial flow model water turbine - Google Patents

Method for determining cavitation initial position of runner blade of axial flow model water turbine Download PDF

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CN112834142B
CN112834142B CN202011602493.8A CN202011602493A CN112834142B CN 112834142 B CN112834142 B CN 112834142B CN 202011602493 A CN202011602493 A CN 202011602493A CN 112834142 B CN112834142 B CN 112834142B
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water turbine
model water
axial flow
flow model
cavitation
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CN112834142A (en
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徐洪亮
范寿孝
赵越
李友平
赵英男
郭全宝
孙永新
黎辉
黄建荧
林家洋
王昕�
刘智良
张金伟
邵国辉
徐用良
赵伟
明宏林
郭彦峰
韩东邑
明亮
董宇
刘登峰
白洁
王润鹏
贺婷婷
任玉堂
许彬
吴喜东
曹卫华
崔金声
郑程
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Hadong National Hydroelectric Power Equipment Engineering Technology Research Central Co ltd
Harbin Electric Machinery Co Ltd
Fujian Shuikou Power Generation Group Co Ltd
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Hadong National Hydroelectric Power Equipment Engineering Technology Research Central Co ltd
Fujian Shuikou Power Generation Group Co Ltd
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    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M7/00Vibration-testing of structures; Shock-testing of structures
    • G01M7/02Vibration-testing by means of a shake table
    • G01M7/025Measuring arrangements
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M7/00Vibration-testing of structures; Shock-testing of structures
    • G01M7/02Vibration-testing by means of a shake table
    • G01M7/022Vibration control arrangements, e.g. for generating random vibrations
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    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract

A method for determining an initial cavitation position of a runner blade of an axial flow model water turbine relates to a method for determining the initial cavitation position of the runner blade of the axial flow model water turbine. The method aims to solve the problem of low accuracy of a method for determining the cavitation phenomenon at the position of a runner blade by means of visual inspection. The invention provides an energy distribution trend dividing point concept of axial flow model water turbine runner chamber vibration signal spectral power distribution representing energy distribution law change in axial flow model water turbine runner chamber vibration signal spectral power distribution, and accordingly, the difference of phase angles of axial flow model water turbine runner chamber vibration signal energy change gradients on two sides of the energy distribution trend dividing point frequency of axial flow model water turbine runner chamber vibration signal spectral power distribution is determined, and the difference is used as a determination basis to determine the initial position of axial flow model water turbine runner blade cavitation. The method is mainly used for determining the initial cavitation position of the runner blade of the axial flow model water turbine.

Description

Method for determining cavitation initial position of runner blade of axial flow model water turbine
Technical Field
The invention relates to a method for determining an initial cavitation position of a runner blade of an axial-flow model water turbine.
Background
With the further research on the internal characteristics of the axial-flow water turbine and the gradual improvement of the stability requirement of a user on the water turbine, the safe and stable operation of the axial-flow water turbine, particularly a giant axial-flow water turbine, in a non-cavitation state, particularly a non-cavitation state of runner blades, is ensured to become an important index for checking the operation state of a unit.
Given the current state of the art, it is simply not possible to determine in situ when cavitation at the runner blades of an axial flow turbine occurs. The cavitation phenomenon at the runner blade can be studied only on an axial flow model water turbine. The traditional research method is to observe whether continuous bubbles are generated at the position of a runner blade of the axial flow model water turbine through a transparent runner chamber, if so, the cavitation of the runner blade of the axial flow model water turbine is indicated, otherwise, the cavitation of the blade is not generated. Because the method only depends on visual inspection and does not have a unified and quantifiable standard, the determination of the axial flow type model water turbine runner blade cavitation is greatly different along with the difference of an observer and an observation position, thereby influencing the determination accuracy of the axial flow type model water turbine runner blade cavitation. Therefore, a method for determining when cavitation of the runner blade of the axial-flow model water turbine occurs by fully utilizing the measurement data is urgently needed.
Disclosure of Invention
The invention aims to solve the problem of low accuracy of a method for determining a cavitation phenomenon at a runner blade by means of visual inspection.
A method for determining cavitation initial position of a runner blade of an axial flow model water turbine comprises the following steps:
s1, starting an axial flow type model water turbine;
s2, adjusting the operation condition of the axial-flow model water turbine to enable the runner blades of the axial-flow model water turbine to be in an uncovitated state;
s3, keeping the operation condition of the axial flow type model water turbine stable, and collecting a runner chamber vibration signal;
s4, calculating the spectral power distribution of the vibration signal of the runner chamber of the axial-flow model water turbine;
s5, determining the energy distribution trend dividing point frequency of the axial flow type model water turbine runner chamber vibration signal spectral power distribution;
s6, representing the energy distribution trend of the axial flow model water turbine runner chamber vibration signal spectral power distribution by using the energy distribution trend dividing point frequency of the axial flow model water turbine runner chamber vibration signal spectral power distribution;
s7, determining axial flow type model water turbine runner chamber vibration signal spectral power distribution
The difference omega of the phase angles of the vibration signal energy change gradients of the runner chambers of the axial flow model water turbines on two sides of the frequency of the energy distribution trend dividing point;
s8, gradually reducing the cavitation coefficient of the axial flow type model water turbine, and repeating the step S3 to the step S7 under different cavitation coefficients until obvious cavitation phenomenon occurs to the runner blade of the axial flow type model water turbine;
s9, determining the cavitation position of the runner blade of the axial flow type model water turbine:
assuming that the cavitation coefficient is changed for m times, the difference between the cavitation coefficient and the phase angle of the vibration signal energy change gradient of the axial flow model water turbine runner chamber on two sides of the corresponding energy distribution trend dividing point frequency is respectively recorded as (sigma) according to the sequence of the cavitation coefficient from large to small 11 ),(σ 22 ),…,(σ mm ) Wherein σ is a cavitation coefficient;
calculating the difference of the phase angles of the vibration signal energy change gradients of the runner chambers of the axial-flow model water turbines on two sides of the energy distribution trend dividing point frequency corresponding to the adjacent cavitation coefficients
Figure BDA0002869199360000024
When in use
Figure BDA0002869199360000025
The cavitation phenomenon does not occur on the runner blade of the axial flow model water turbine; when the temperature is higher than the set temperature
Figure BDA0002869199360000026
When the axial flow model water turbine runner blade is in operation, the axial flow model water turbine runner blade is indicated to have cavitation; when in use
Figure BDA0002869199360000027
And is
Figure BDA0002869199360000028
Time, point
Figure BDA0002869199360000029
The initial position of the axial flow model water turbine runner blade cavitation is obtained.
Further, the energy distribution trend dividing point frequency of the axial flow model turbine runner chamber vibration signal spectral power distribution of S5 is as follows:
Figure BDA0002869199360000021
in the formula: f. of B : the energy distribution trend dividing point frequency (Hz) of the axial flow model water turbine runner chamber vibration signal spectrum power distribution; f. of T : rotational frequency (Hz) of the axial flow model turbine; z R : the number of the rotating wheel blades of the axial flow model water turbine; z is a linear or branched member G : the number of guide vanes of the axial flow model water turbine; r is the maximum common divisor of the movable guide vane number and the fixed guide vane number of the axial-flow type model water turbine; n: and (4) the coefficient.
Further, the determination process of the coefficient n is as follows:
if the greatest common divisor R =1 of the movable guide vane number and the fixed guide vane number of the axial-flow type model water turbine, taking n as 1.5-1.8; if the greatest common divisor R of the number of the movable guide vanes and the number of the fixed guide vanes of the axial-flow type model water turbine is not equal to 1, n is 4.2-8.6.
Further, in S7, the process of determining the difference between the phase angles of the energy variation gradients of the runner chamber vibration signals of the axial flow model turbine on both sides of the energy distribution trend dividing point frequency of the axial flow model turbine runner chamber vibration signal spectral power distribution includes the following steps:
Figure BDA0002869199360000022
in the formula: ω: the difference of phase angles of vibration signal energy change gradients of runner chambers of the axial flow model water turbines on two sides of the frequency of an energy distribution trend dividing point;
Figure BDA0002869199360000023
the left axial flow type model water turbine runner chamber vibration signal energy variation gradient of the energy distribution trend division point frequency is obtained;
Figure BDA0002869199360000031
right side of energy distribution trend division point frequencyAnd the axial flow model water turbine runner chamber vibration signal energy variation gradient.
Further, the
Figure BDA0002869199360000032
In the formula:
Figure BDA0002869199360000033
omega corresponding to adjacent cavitation coefficients i The difference, i =1,2, \ 8230;, m-1.
Has the advantages that:
the invention provides a concept of an energy distribution trend boundary point of axial flow model water turbine runner chamber vibration signal spectral power distribution representing energy distribution rule change in axial flow model water turbine runner chamber vibration signal spectral power distribution for the first time, and accordingly defines a judgment basis of a phase angle difference of axial flow model water turbine runner chamber vibration signal energy change gradients on two sides of the energy distribution trend boundary point frequency of axial flow model water turbine runner chamber vibration signal spectral power distribution, and provides a method for judging the initial position of an axial flow model water turbine runner blade. The method for determining the axial flow model water turbine runner blade cavitation has the advantages of having a unified quantifiable standard and ensuring the accuracy of determining the axial flow model water turbine runner blade cavitation.
Drawings
Fig. 1 is a diagram of initial cavitation occurrence positions of runner blades of an axial flow model water turbine.
Detailed Description
The first specific implementation way is as follows:
the method for determining the cavitation initial position of the runner blade of the axial flow model water turbine in the embodiment comprises the following steps of:
1. starting the axial flow type model water turbine;
2. adjusting the operation condition of the axial flow type model water turbine to enable the runner blades of the axial flow type model water turbine to be in an uncovitalized state;
3. keeping the operation condition of the axial flow model water turbine stable, and collecting a runner chamber vibration signal;
4. calculating the spectral power distribution of the vibration signal of the runner chamber of the axial-flow model water turbine;
5. determining the energy distribution trend dividing point frequency of the axial flow type model water turbine runner chamber vibration signal spectrum power distribution;
the frequency of the energy distribution trend dividing point of the axial flow type model water turbine runner chamber vibration signal spectrum power distribution is calculated according to the following formula:
Figure BDA0002869199360000034
in the formula: f. of B : the energy distribution trend dividing point frequency (Hz) of the axial flow model water turbine runner chamber vibration signal spectrum power distribution; f. of T : rotational frequency (Hz) of the axial flow model turbine; z R : the number of the rotating wheel blades of the axial flow model water turbine; z G : the number of guide vanes of the axial flow model water turbine; r is the maximum common divisor of the movable guide vane number and the fixed guide vane number of the axial-flow type model water turbine; n: the coefficient generally has a value range of: if R =1, n is 1.5-1.8; if R is not equal to 1, n is 4.2-8.6;
6. representing the energy distribution trend of the axial flow model water turbine runner chamber vibration signal spectral power distribution by using the energy distribution trend dividing point frequency of the axial flow model water turbine runner chamber vibration signal spectral power distribution;
in the power distribution of the vibration signal spectrum of the runner chamber of the axial-flow model water turbine, the variation trend of energy is continuous, the low-frequency region shows the trend of the steep drop of the energy value along with the rise of the frequency of the vibration signal of the runner chamber, the amplitude of the energy value in the high-frequency region, which is reduced along with the rise of the frequency of the vibration signal of the runner chamber, is much smaller, an obvious boundary point exists between the low-frequency region and the high-frequency region, and the boundary point is the frequency of the energy distribution trend boundary point of the power distribution of the vibration signal spectrum of the runner chamber of the axial-flow model water turbine;
7. determining the difference of phase angles of vibration signal energy change gradients of the runner chambers of the axial-flow model water turbines on two sides of the energy distribution trend dividing point frequency of the vibration signal spectrum power distribution of the runner chambers of the axial-flow model water turbines; the method specifically comprises the following steps:
Figure BDA0002869199360000041
in the formula: ω: the difference of phase angles of vibration signal energy change gradients of runner chambers of the axial flow model water turbines on two sides of the frequency of an energy distribution trend dividing point;
Figure BDA0002869199360000042
the left axial flow type model water turbine runner chamber vibration signal energy variation gradient of the energy distribution trend division point frequency is obtained;
Figure BDA0002869199360000043
the energy variation gradient of the vibration signal of the runner chamber of the axial-flow model water turbine on the right side of the frequency of the energy distribution trend division point is obtained;
8. acquiring axial flow model water turbine runner chamber vibration signals under different cavitation coefficients:
gradually reducing the cavitation coefficient of the axial flow type model water turbine, and repeating the step 3 to the step 7 under different cavitation coefficients until the impeller blade of the axial flow type model water turbine generates obvious cavitation;
9. determining the cavitation position of the runner blade of the axial-flow model water turbine:
assuming that the cavitation coefficient is changed for m times, the difference between the cavitation coefficient and the phase angle of the vibration signal energy change gradient of the axial flow model water turbine runner chamber on two sides of the corresponding energy distribution trend dividing point frequency is respectively marked as (sigma) according to the sequence of the cavitation coefficient from large to small 11 ),(σ 22 ),…,(σ mm ) And sigma is a cavitation coefficient, and the difference of phase angles of vibration signal energy change gradients of the runner chambers of the axial flow model water turbines on two sides of the energy distribution trend dividing point frequency corresponding to the adjacent cavitation coefficients is calculated as follows:
Figure BDA0002869199360000044
in the formula:
Figure BDA0002869199360000045
omega corresponding to adjacent cavitation coefficients i The difference, i =1,2, \8230, m-1;
when in use
Figure BDA0002869199360000046
The cavitation phenomenon does not occur on the runner blade of the axial flow model water turbine; when the temperature is higher than the set temperature
Figure BDA0002869199360000047
When the cavitation phenomenon occurs, the cavitation phenomenon occurs on the runner blade of the axial flow type model water turbine; when the temperature is higher than the set temperature
Figure BDA0002869199360000048
And is
Figure BDA0002869199360000049
Time, point
Figure BDA00028691993600000410
Namely the initial position of the axial flow model water turbine runner blade cavitation;
10. and closing the axial flow model water turbine.
The invention provides a concept of an energy distribution trend boundary point of axial flow model water turbine runner chamber vibration signal spectral power distribution representing the change of an energy distribution rule in axial flow model water turbine runner chamber vibration signal spectral power distribution for the first time, and accordingly defines a judgment basis of a difference of phase angles of axial flow model water turbine runner chamber vibration signal energy change gradients on two sides of the energy distribution trend boundary point frequency of axial flow model water turbine runner chamber vibration signal spectral power distribution, and accordingly provides a method for judging the initial position of an axial flow model water turbine runner blade. Through repeated experimental research on the axial-flow model water turbine, the change trend of the phase angle difference along with the cavitation coefficient of the vibration signal energy change gradient of the axial-flow model water turbine runner chamber on two sides of the energy distribution trend boundary point frequency of the axial-flow model water turbine runner chamber vibration signal spectrum power distribution representing the energy distribution change rule in the axial-flow model water turbine runner chamber vibration signal spectrum power distribution for determining the initial position of the axial-flow model water turbine runner blade cavitation occurrence is firstly found in the whole world, as shown in fig. 1. By using the characteristic that the initial occurrence position (point 1) of the axial flow model water turbine runner blade cavitation reflected in the graph 1 is the maximum value of the phase angle difference of the energy variation gradient of the axial flow model water turbine runner chamber vibration signal energy on two sides of the energy distribution trend dividing point frequency of the axial flow model water turbine runner chamber vibration signal spectral power distribution, the occurrence position of the axial flow model water turbine runner blade cavitation can be very accurately determined. Meanwhile, the difference of the phase angles of the vibration signal energy variation gradients of the runner chambers of the axial-flow model water turbine on the two sides of the energy distribution trend boundary point frequency of the vibration signal spectral power distribution of the runner chambers of the axial-flow model water turbine on the left and right sides of the point 1 where the initial cavitation occurs on the runner blades of the axial-flow model water turbine is monotonously changed along with the change of the cavitation coefficient, namely, the difference of the phase angles of the vibration signal energy variation gradients of the runner chambers of the axial-flow model water turbine on the two sides of the energy distribution trend boundary point frequency of the vibration signal spectral power distribution of the runner chambers of the axial-flow model water turbine on the right side of the point 1 shows a trend rising along with the reduction of the cavitation coefficient; on the left side of the point 1, under the condition that the runner blades of the axial flow model water turbine are cavitated, the difference of phase angles of the vibration signal energy change gradients of the runner chambers of the axial flow model water turbine on two sides of the division point frequency of the energy distribution trend of the vibration signal spectral power distribution of the runner chambers of the axial flow model water turbine presents a trend of being reduced along with the reduction of cavitation coefficients.
The method requires the axial-flow model water turbine to respectively acquire the vibration signals of the runner chamber of the axial-flow model water turbine under different cavitation coefficients in the interval from non-cavitation to severe cavitation. And calculating the difference of phase angles of vibration signal energy change gradients of the runner chambers of the axial-flow model water turbine on two sides of the energy distribution trend dividing point frequency of the vibration signal spectral power distribution of the runner chambers of the axial-flow model water turbine, which represents the energy distribution rule in the vibration signal spectral power distribution of the runner chambers of the axial-flow model water turbine after acquisition. Generally, the difference of phase angles of vibration signal energy change gradients of the runner chambers of the axial flow model water turbine on two sides of an energy distribution trend dividing point frequency of vibration signal spectral power distribution of the runner chambers of the axial flow model water turbine representing an energy distribution law in vibration signal spectral power distribution of the runner chambers of the axial flow model water turbine shows a trend which changes along with a cavitation coefficient monotonously on the left and right sides of a point 1 where initial cavitation of runner blades of the axial flow model water turbine occurs: on the right side of the point 1, the difference of phase angles of vibration signal energy change gradients of the runner chambers of the axial-flow model water turbines on two sides of the dividing point frequency of the energy distribution trend of the vibration signal spectral power distribution of the runner chambers of the axial-flow model water turbines shows a trend of rising along with the reduction of the cavitation coefficient; on the left side of the point 1, the difference of phase angles of the energy change gradients of the axial flow model turbine runner chamber vibration signal energy on two sides of the dividing point frequency of the energy distribution trend of the axial flow model turbine runner chamber vibration signal spectral power distribution shows a trend of decreasing with the decrease of the cavitation coefficient. Therefore, the position of the model water turbine runner blade cavitation can be determined as long as the maximum value of the curve that the difference of the phase angles of the vibration signal energy change gradients of the axial flow model water turbine runner chamber on two sides of the energy distribution trend dividing point frequency of the axial flow model water turbine runner chamber vibration signal spectral power distribution representing the energy distribution rule in the axial flow model water turbine runner chamber vibration signal spectral power distribution is along with the change of the cavitation coefficient can be found.
The present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof, and it is therefore intended that all such changes and modifications be considered as within the spirit and scope of the appended claims.

Claims (4)

1. A method for determining cavitation initial position of a runner blade of an axial flow model water turbine is characterized by comprising the following steps:
s1, starting an axial flow type model water turbine;
s2, adjusting the operation condition of the axial flow type model water turbine to enable the runner blades of the axial flow type model water turbine to be in an uncovitalized state;
s3, keeping the operation condition of the axial flow type model water turbine stable, and collecting a runner chamber vibration signal;
s4, calculating the spectral power distribution of the axial flow type model water turbine runner chamber vibration signal;
s5, determining the energy distribution trend dividing point frequency of the axial flow type model water turbine runner chamber vibration signal spectral power distribution;
s6, representing the energy distribution trend of the axial flow model water turbine runner chamber vibration signal spectral power distribution by using the energy distribution trend dividing point frequency of the axial flow model water turbine runner chamber vibration signal spectral power distribution;
s7, determining a phase angle difference omega of vibration signal energy change gradients of runner chambers of the axial flow model water turbine on two sides of an energy distribution trend dividing point frequency of the axial flow model water turbine runner chamber vibration signal spectral power distribution;
s8, gradually reducing the cavitation coefficient of the axial flow type model water turbine, and repeating the step S3 to the step S7 under different cavitation coefficients until obvious cavitation phenomena occur to the runner blades of the axial flow type model water turbine;
s9, determining the cavitation position of the runner blade of the axial flow type model water turbine:
assuming that the cavitation coefficient is changed for m times, the difference between the cavitation coefficient and the phase angle of the vibration signal energy change gradient of the axial flow model water turbine runner chamber on two sides of the corresponding energy distribution trend dividing point frequency is respectively recorded as (sigma) according to the sequence of the cavitation coefficient from large to small 11 ),(σ 22 ),…,(σ mm ) Wherein σ is a cavitation coefficient;
calculating the difference omega of the phase angle difference of the vibration signal energy change gradient of the axial-flow model water turbine runner chamber on two sides of the energy distribution trend dividing point frequency corresponding to the adjacent cavitation coefficient
Figure FDA0003986006680000016
Figure FDA0003986006680000017
In the formula:
Figure FDA0003986006680000018
omega corresponding to adjacent cavitation coefficients i The difference, i =1,2, \ 8230;, m-1;
when in use
Figure FDA0003986006680000015
The cavitation phenomenon does not occur on the runner blade of the axial flow model water turbine; when the temperature is higher than the set temperature
Figure FDA0003986006680000014
When the cavitation phenomenon occurs, the cavitation phenomenon occurs on the runner blade of the axial flow type model water turbine; when in use
Figure FDA0003986006680000012
And is
Figure FDA0003986006680000013
Time, point
Figure FDA0003986006680000019
The initial position of the axial flow model water turbine runner blade cavitation is obtained.
2. The method for determining the initial position of the cavitation of the runner blade of the axial flow model water turbine as recited in claim 1, wherein the energy distribution trend dividing point frequency of the axial flow model water turbine runner cavity vibration signal spectral power distribution of S5 is as follows:
Figure FDA0003986006680000011
in the formula: f. of B : axial-flow model water turbine runner chamber vibration signal spectrum power distributionThe energy distribution trend demarcation point frequency of (2), unit Hz; f. of T : the rotation frequency of the axial flow model water turbine is in Hz; z R : the number of the rotating wheel blades of the axial flow model water turbine; z G : the number of guide vanes of the axial-flow model water turbine; r: the maximum common divisor of the number of movable guide vanes and the number of fixed guide vanes of the axial-flow model water turbine; n: and the frequency coefficient of the division point of the energy distribution trend.
3. The method for determining the initial position of the cavitation of the runner blade of the axial flow model water turbine as recited in claim 2, wherein the determination process of the energy distribution trend dividing point frequency coefficient n is as follows:
if the maximum common divisor R1 of the movable guide vane number and the fixed guide vane number of the axial-flow type model water turbine, taking n as 1.5-1.8; if the maximum common divisor R1 of the movable guide vane number and the fixed guide vane number of the axial-flow type model water turbine, n is 4.2-8.6.
4. The method for determining the initial position of the cavitation of the runner blade of the axial flow model water turbine as recited in claim 1,2 or 3, wherein the step S7 of determining the difference between the phase angles of the energy variation gradients of the runner chamber vibration signals of the axial flow model water turbine on both sides of the energy distribution trend dividing point frequency of the power distribution spectrum of the runner chamber vibration signals of the axial flow model water turbine comprises the following steps:
Figure FDA0003986006680000021
in the formula: ω: the difference of phase angles of vibration signal energy change gradients of the runner chambers of the axial flow model water turbines on two sides of the energy distribution trend dividing point frequency; theta L : the left axial flow type model water turbine runner chamber vibration signal energy variation gradient of the energy distribution trend dividing point frequency is obtained; theta.theta. R : and the energy change gradient of the vibration signal of the runner chamber of the axial flow type model water turbine on the right side of the frequency of the energy distribution trend dividing point.
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