Modeling gas transmission pipes with artificial neural networks in order to detect their defects

Number of pages: 110 File Format: word File Code: 32286
Year: 2014 University Degree: Master's degree Category: Electronic Engineering
  • Part of the Content
  • Contents & Resources
  • Summary of Modeling gas transmission pipes with artificial neural networks in order to detect their defects

    Dissertation for Master's Degree in Mechatronics Engineering

    Persian abstract

    The aim of this project is to introduce a new approach for troubleshooting gas transmission pipelines using mechanical waves, which is much cheaper and easier than other methods. who are currently working. These lines are usually located in harsh environmental conditions and far away and in long distances, and the use of systems that can report the defects and leaks of this pipe in real time is vital. A delay in assessing a damaged pipeline can potentially have a direct impact as a result of fire hazards from pipeline ruptures or sudden shutdowns of critical care facilities. The powerful health monitoring system of a pipeline includes the reduction of operating and maintenance costs. The presented method includes modeling a 2-inch pipe piece 50 meters long in Abaqus 6.121 software, creating 15 holes with a radius of one millimeter at three-meter intervals, capturing the vibrations (acceleration) of the pipe in a healthy state and in a defective state, transferring acceleration data to the frequency domain, using statistical techniques, creating a radial basis neural network and using this network for the presence and location of defects.

    Key words: gas pipe, abacus, variance, radial basis function networks, pipe fault diagnosis

    Chapter 1-Introduction

    Pipeline structures sensitive to corrosion and exhaustion. The damage detection system for pipeline structures can reduce operating and maintenance costs.

    This project is a new approach for diagnosing gas transmission pipelines using mechanical waves, which is much cheaper and easier than the methods of ultrasound and fiber optics that are currently employed. The gauge can be diagnosed with very good accuracy and resolution at a very low cost.

    The research questions that we must answer in this thesis are:

    1) What is the maximum length of the pipeline that can be detected?

    2) Bandwidth What is the appropriate effective value?

    3) Can the location of the defect be detected using the acceleration signal?

    Reference to the chapters of the thesis:

    Chapter one: Introduction - Chapter two: Existing methods in pipeline troubleshooting - Chapter three: Steps of the project - Chapter four: Construction of the finite element model From the piece of pipe and model validation - Chapter 5: Pipeline modeling - Chapter 6: Troubleshooting - Chapter 7: Results - Chapter 8: Conclusion

    First, the goals and specifications of each stage are briefly stated, and then the details of each stage are presented in the chapters of the thesis, so that it can be used independently by researchers in the future.

    1-1-Stage 1: Modal Analysis Three-meter pipe

    The modal analysis test was performed on a three-meter piece of a two-inch pipe used in urban lines, as a result of which the natural frequencies and mode shapes of the pipe were extracted in the range below two kHz. This experiment was conducted in Sharif University of Technology and its details are available in the thesis chapters. Although this design is mostly aimed at intercity lines, the choice of two-inch pipe has a specific reason: new modes appear in vibrations with an increase in the length-to-diameter ratio, in fact, the higher the length-to-diameter ratio in the simulation, the more natural frequencies appear in the vibration behavior and the results are more realistic. Due to limited financial resources, it was not possible for us to test pipes longer than three meters. With the maximum length fixed, the only way to get the most accurate lab results was to use a smaller diameter.It should be noted that the purpose of the first two stages of this project is to validate (a) the finite element method, (b) the proposed software for implementing this method, and (c) the type of proposed elements, and the test results are not directly used in troubleshooting, so the use of a two-inch pipe, even if the purpose is to troubleshoot larger pipes, does not cause any problems.  At the end of the first stage, the results have been compared with the simulation results from the second stage, which confirms the accuracy of the model built in the second stage. Finite elements have been subjected to vibration analysis. This stage itself includes several steps, including pipe modeling with solid and loose (separate) elements, assigning material and mechanical characteristics (such as modulus of elasticity and Poisson's ratio) and analysis. The results of the modeling with the above-mentioned two different elements are also presented in the thesis.

    1-3- The third stage: vibration analysis

    Increasing the length of the pipe to 50 meters and setting the pipe to be similar to the real state without considering the effect of soil and welding in the simulation space, then determining the location of the force application so that its effect on the length can be attention should be visible and obtaining the maximum amplitudes of stimulation so that an impact function does not damage the tube. Creating 15 holes with a diameter of 2 mm in different longitudinal positions of the tube and applying force on the perforated models and the healthy model for 0.1 seconds and recording the determined signal. style="direction: rtl;">transferring the obtained information to the frequency field by windowing and fast Fourier transformation and calculating the average absolute value of the acceleration every 30 Hz and obtaining the difference of the signal in the state of the healthy and defective pipe and statistical analysis of the data of the previous stage and finally learning the data to the radial basis neural network.

    2-1-Methods in pipeline troubleshooting

    Gas pipeline troubleshooting plays an important role in gas transportation both in terms of safety and economy. The two main categories for diagnosing defects are:

    2-1-1-Category 1

    In this category, the entire pipe must be examined for troubleshooting, so either the detection device must be moved along the entire length of the pipe or this device must be installed along the entire pipe. These include the use of light or sound sensors to find leaks [1]. Other examples are the injection of flammable chemicals and the use of flame detectors along the pipeline [2], the simultaneous use of electromagnetic sources and detector sensors [3]. Another method is to use a special robot called "pig" (These pigs are actually robots that move on the pipe. These robots are generally used to detect defects on the pipe such as stress corrosion cracks, etc. In most cases, this expensive device is used to inspect gas pipelines that are not located underground.) In order to perform this method, the pipeline needs to be out of service [4]. Another example for this category is the installation of optical fiber along the entire length of the pipe [5]. All these methods are time-consuming and/or expensive.

    2-1-2-the second category

    In this category, to diagnose gas pipelines, some variables need to be measured at limited points of the pipeline. There are two methods in this category, the first method: fault detection based on monitoring changes in fluid properties (for example, flow rate and pressure) [6, 7]. The second method of troubleshooting is performed using ultrasound waves [8]. In the first method, it is done by using a set of solving non-linear equations that describe the dynamics of the flow (for example, through linearization [9] or discretization of non-linear equations [10]), which is used to predict the flow speed or pressure in the presence/absence of defects.

  • Contents & References of Modeling gas transmission pipes with artificial neural networks in order to detect their defects

    List:

    List of tables K

    List of figures L

    Chapter 1- Introduction 1

    1-1- First step: modal analysis of a three-meter pipe. 1

    1-2-    The second step: construction and analysis of the pipe model with the finite element method. 2

    1-3- The third step: vibration analysis. 2

    1-4- The fourth step: monitoring signals 2

    Chapter 2- Existing methods in pipeline troubleshooting. 3

    2-1-    Methods available in pipeline troubleshooting. 3

    2-1-1- First category 3

    2-1-2- Second category 3

    2-2- Causes of gas leaks in pipelines and leak detection methods. 4

    2-2-1- Causes of gas leaks 4

    2-2-2- Leak detection methods. 4

    2-2-3- Classification of leaks. 6

    2-2-4- Gas detectors 6

    Chapter 3- Steps of the project. 8

    3-1-    Pipe piece modeling and its verification with modal analysis. 8

    3-2- Determining the maximum force applied to the pipe. 8

    3-3- Determining the maximum length and bandwidth. 9

    3-4-    Making mistakes. 9

    3-5- Analysis of the effect of defects on the system response. 10

    Chapter 4- Making a finite element model from a piece of pipe and verifying the model. 11

    4-1- First step: Modal analysis of the three-meter pipe. 11

    4-2- Second stage: construction and analysis of the pipe model with the finite element method. 11

    4-3- Modal analysis of a two-inch gas transmission pipe 11

    4-4- Modal analysis of the pipe in Abaqus software. 12

    4-5- Test 16

    4-5-1- Pipe installation: 17

    4-5-2- Hammer test. 18

    4-5-3- Considering the mass effect of sensors 18

    4-5-4- Primary data processing to determine the details of the test. 19

    4-5-5- Tapping 19

    4-5-6-     Checking the accuracy of the experiment from the data 20

    4-6-    Results      21

    4-7-     Modeling. 24

    4-8- First step: modeling the pipe as a solid piece in Abaqus software. 24

    4-9-    The second step: specifying the materials. 25

    4-10- The third step: assembling. 26

    4-11- The fourth step: choosing the type of solution step. 26

    4-12- The fifth stage: loading stage and boundary conditions. 27

    4-13- The sixth step: meshing step. 28

    4-14- Results 29

    Chapter 5- Pipeline modeling and simulation design 32

    5-1- First step: modeling the pipe as a piece of shell in Abaqus software. 32

    5-2-    The second step: specifying the materials. 34

    3-5- Third step: Assembly. 35

    5-4-    The fourth step: choosing the type of solution step. 35

    5-5-    The fifth stage: loading stage and boundary conditions. 36

    5-6-    The sixth step: meshing step. 39

    5-7- Results 41

    5-8- Effective bandwidth. 41

    Chapter 6- Troubleshooting. 42

    6-1-    Fast Fourier transform. 42

    6-2- Partitioning. 42

    6-3- Difference 43

    6-4- Variance 44

    6-5- Radial base neural network. 44

    Chapter 7- Results 47

    7-1- Results of the maximum survival length of the impact loading signal along the pipe. 47

    7-2-    The results of stimulation of the time acceleration of the 50-meter pipe. 49

    7-2-1-     Impact loading results along the healthy pipe. 50

    7-2-2-     Impact loading results in the direction of the defective pipe. 50

    7-3-    Fast Fourier transform results. 55

    7-3-1-     Impact loading results along the healthy pipe. 55

    7-3-2- Results of impact loading in the direction of the defective pipe. 56

    7-4-    Results of partitioning. 61

    5-7-    Dispute results. 61

    6-7-    Variance results. 62

    7-7-    Effect of defects on responses 63

    7-8-    Results of radial basis neural network. 64

    Chapter 8 - Conclusion. 65

    8-1- Determining the maximum length. 65

    2-8- Effective bandwidth. 65

    8-3- The effect of defects on the answers 65

    Appendix A - Sensors and operators necessary to implement the project. 66

    Appendix B - Fourier transform and windowing. 78

    Appendix C - Neural network. 82

    Appendix D - Computer programs. 90

    List of references 93

    Source:

     

     

     

    [1]          J. Zhang, "Designing a cost-effective and reliable pipeline leak-detection system,"Zhang, "Designing a cost-effective and reliable pipeline leak-detection system," vol. 42, pp. 20-26, 1997.

    [2]          S. Z. M. Liu, and D. Zhou, "Fast leak detection and location of gas pipelines based on an adaptive particle filter," International Journal of Applied Mathematics and Computer Science, vol. 15, p. 54. [3] L. H. C. He, and B. Wu, "Application of homodyne demodulation system in fiber optic sensors using phase generated carrier based on LabVIEW in pipeline leakage detection," in 2nd International Symposium on Advanced Optical Manufacturing and Testing Technologies, 2006. [4] G. P. A. G. Di Lullo, and A. Canova, "Apparatus and method for monitoring the structural integrity of a pipeline," 2014.

    [5]          S.-j. J. Y. Zhou, and Z.-g. Qu, "Study on the distributed optical fiber sensing technology for pipeline leakage protection," in Advanced Laser Technologies, 2006.

    [6] A. C. Z. J. Gong, A. R. Simpson, and M. F. Lambert, "Frequency Response Diagram for Pipeline Leak Detection: Comparing the Odd and the Even Harmonics," Journal of Water Resources Planning and Management, 2013.

    [7] M. F. L. P. J. Lee, A. R. Simpson, J. P. V?tkovsk?, and J. Liggett, “Experimental verification of the frequency response method for pipeline leak detection,” Journal of Hydraulic research, vol. 44, 2014.

    [8]          M. L. S. Wang, S. Zhou, J. Feng, and Y. Rao, "Research and Outlook on Leak Detection Technology of Natural Gas Pipeline," vol. 10, 2014.

    [9]          M. F. L. X.-J. Wang, A. R. Simpson, J. A. Liggett, and J. P. V ?´ tkovsk?, "Leak detection in pipelines using the damping of fluid transients," vol. 128, p. 128, 2002.

    [10] R. M. K. Fukushima, A. Kinoshita, H. Shiraishi, and I. Koshijima, "Gas pipeline leak detection system using the online simulation method," vol. 24, pp. 453-456, 2000. [11] D. J. Ewins, Modal Testing: Theory, Practice and Application, 2000. [12] Sh. M. g. Iran, instructions for technical specifications and commissioning of gas transmission lines. [13] c. Sh. and Ch. Mishke, Design of machine components [14] I. S. Sidney Burrus, Markus Pueschel, Matteo Frigo, and Steven G. Johnson Fast Fourier Transforms, Connexions online book edited by C. Sidney Burrus, 2008. [15] pizo. (2014). pi. Available: www.pi.ws

    [16]        n. a. piezo. (2014). piceramic. Available: www.piceramic.de [17] p. patch, "."

    [18]        (2014). wikipedia. Available: http://fa.wikipedia.org/wiki

    [19]        J. D. Turner, Instrumentation for engineers and scientists: Nashr tarah, 1999.

    [20]        visongtest. (2014). visongtest. Available: http://www.visongtest.com

    [21]        visongtest, "visongtest," 2014.

    [22]        Meggitt. (2014). Proximity Sensor Available: http://www.vibro-meter.com

    [23]        Meggitt. (2014). hrsps-tech_2.pdf.

    [24] G. W. E. M. Stein, Weiss, Introduction to Fourier Analysis on Euclidean Spaces, Princeton University Press, 1971.

    [25] S. W. Smith, The Scientist and Engineer's Guide to Digital Signal Processing, 2nd edition. San Diego: California Technical Publishing, 1999.

    [26]        T. H. C. E. L. Cormen, Ronald L. Rivest, Polynomials and the FFT, 2001.

    [27]        w. c. b. C. S. B. C. Sidney Burrus, Ivan Selesnick, Markus Pueschel, Matteo Frigo, and Steven G. Johnson, Fast Fourier Transforms, 2008.

    [28] (2014). window_function. Available: http://en.wikipedia.org/wiki/Window_function

    [29] S. Haykin, Neural Networks, 1999.

    [30] J. Moody, Darken, C. J, Fast Learning in Networks of Locally Tuned Processing Units. Neural Computation, 1989.

Modeling gas transmission pipes with artificial neural networks in order to detect their defects