• Title of article

    Identifying the best method for linearizing the nonlinear friction term to analyze the transient flow in pipeline systems

  • Author/Authors

    Alsadat Mousavian ، Mahshid Department of Civil Engineering - Faculty of Civil Engineering and Architecture - Shahid Chamran University of Ahvaz , Riyahi ، Mohammad Mehdi Department of Civil Engineering - Faculty of Civil Engineering and Architecture - Shahid Chamran University of Ahvaz , Haghighi ، Ali Department of Civil Engineering - Faculty of Civil Engineering and Architecture - Shahid Chamran University of Ahvaz

  • From page
    8
  • To page
    21
  • Abstract
    To analyze transient flows, continuity and momentum equations must be solved. Due to the non-linear friction term in the momentum equation, numerical methods such as method of characteristics (MOC) are used to analyze the problem in thetime domain. Although numerical methods are easy to use, but they are numerically expensive and time-consuming, especially for advanced applications of transient analysis, e.g., real-time evaluations and fault detection algorithms, including inverse problem solutions. To cope with mentioned problems, an approximate analytical solution should be investigated, which is not required high computational time. To this end, the nonlinear equations should be linearized. Thus, the focus of this paper is to investigate the linearization methods. Therefore, four different linearization methods are applied and the resultingequations of each method in different RPV systems are solved. The efficiency of each method is compared with the results obtained from the numerical analysis of nonlinear governing equations. The results show that linearized water hammerequations provide reasonable results in early pressure wave cycles. The obtained results show that the coefficient of determination (R2) of the linearized models changes from 0.92 to 0.99. Also, by comparing the results of linearization modelswith each other, the linearized momentum equation in the time domain by replacing the mean velocity instead of the instantaneous velocity is the most accurate model which R2 is 0.999452.
  • Keywords
    Pipeline systems , Transient flow , Method of characteristics , Time domain , Frequency domain
  • Journal title
    Journal of Applied Research in Water and Wastewater (JARWW)
  • Journal title
    Journal of Applied Research in Water and Wastewater (JARWW)
  • Record number

    2736978