Mesut Pervizpour
Parameterid.com

@Lehigh.edu


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System Application to Non-destructive Study of Coupled Flow in Porous Media

Role: Study conducted in completion of requirements towards Ph.D. degree at Lehigh University.

Description: Analytical and numerical formulation and experimental validation combined in an optimization environment for parameter estimation of transient heat and pressure propagation in saturated deformable porous media.

Applications: Nuclear waste disposal, soil thermal response, deformable porous media.



My ResumeMesut Pervizpour's Dissertation (PDF)

Table of Contents
  • Dissertation Committee Members
  • Abstract
  • Overview



  • Dissertation Committee Members:
      » Prof. Sibel Pamukcu(Dissertation Advisor), Civil & Environ. Eng. Dept., Lehigh University, Bethlehem, PA, 18015
      » Prof. G. P. Lennon(Committee Chairman), Civil & Environ. Eng. Dept., Lehigh University, Bethlehem, PA, 18015
      » Prof. Richard SauseCivil & Environ. Eng. Dept., Lehigh University, Bethlehem, PA, 18015
      » Prof. Fazil ErdoganMech. Eng. & Mechanics Dept., Lehigh University, Bethlehem, PA, 18015
      » Prof. Hugo S. CaramChemical Eng. Dept., Lehigh University, Bethlehem, PA, 18015
      »  Dr. Scott A. Raschke 


    Abstract

    The problem of coupled flow in porous media under combined thermal and hydraulic gradients is re-captured/stated in terms of transient responses and a non-destructive testing approach under closed boundaries. The analytical models developed, numerical simulation engines programmed and optimization routines incorporated for a system approach in non-destructive determination of coupled flow phenomenological coefficients (Fig 1).
    The study is unique due a list and combination of factors such as:
    • Non-destructive test approach to preserve soil properties and constancy
    • Controled application of hydraulic and thermal graidents at boundaries
    • Measurement and use of transient state parameters
    • Analytical representation of coupled transient fluxes
    • Numerical simulation agent representing the non-destructive model
    • Parameter estimation in collocation of experimental & simulated responses for critical parameter determination
    The major four components incorporated in development of system application for determination of coupled flow parameters in transient state are:
      a) Non-destructive testing method and tool development:
      A transient testing method and setup (Fig 1) (one-dimensional (Fig 2) and triaxial) is developed for application and response measurement of transient coupled hydraulic and thermal fields in porous media. The transient pressure and temperature measurements under various types of applied gradients (check here for responses) are measured without disturbing or changing the constituents (Fig 3) of the original sample repeatedly.(Fig 4,Fig 5,Fig 6)
      b) Mathematical modeling and representation of transient non-destructive phenomena:
      Mathematical modeling of the generalized governing transient equations is based on non-equilibrium thermodynamics, deformable porous media and conservation equations. Generalized forms of governing equations are developed (check chapter 3 of dissertation for details) that are capable of expressing the non-destructive test and applied boundary conditions.
      c) Numerical modeling and simulations of the transient phenomena by programming:
      The developed generalized transient coupled governing partial differential equations (PDEs) (Fig 1, Fig 2) are used in numerical simulations with boundary conditions identical to experimental conditions. The formulation of the numerical model (Method of Lines Fig 3) was based on converting the governing PDE's in to ODE's (discretization Fig 4) that were solved by implicit integration (Fig 5) in the simulations (Fig 6) by the codes developed in FORTRAN and C++.
      d) Numerical optimization and programming for parameter identification:
      A parameter estimation (Fig 1) process based on the optimization of an objective function was used to determine the phenomenological coefficients of the porous media. The objective function was based on the collocated transient pressure and temperature responses from non-destructive tests and numerical simulations (Fig 2). The Quasi-Newton gradient-based search method (Fig 3, Fig 4) was implemented numerically. The collocation of the transient pressure and temperature responses from non-destructive tests and the repeated simulations of the numerical model generating updated simulation responses satisfied the required level of convergence and helped determine the coupled flow parameters of the soil specimen (Fig 5). However, the search process was not conducted on all parameters at once as in a curve-fit approach. Instead a system approach was used based on the non-destructive mind-set by employing different gradient combinations and test results in uniquely identifying each set of phenomenological coefficient. The approach permitted verification of the non-destructive process developed by uniquely identifying each parameter.
    The non-destructive testing, analytical representation and parameter identification system developed is used in determination of phenomenological coupled flow coefficients under thermal and hydraulic gradients. Tranisent temperature and pressure responses along the system is used for this purpose, eliminating the need for steady-state type of study. A non-destructive testing apparatus is developed (1-D and triaxial). Analytical representation of transient fluxes in a multi-component saturated deformable porous media is derived. Numerical solution models deviced and programmed for simulation purposes. A system approach is implemented by encapsulating all in an optimization based parameter estimation approach enabling determination of coupled flow coefficients from various applied gradients at the experimental and numerical boundaries in a step-by-step manner.

    Experimental, Numerical and Verification System Responses
    Non-destructive ExperimentsNumerical SimulationOptimization & Verification
    Open BC Hydraulic
    Closed BC hydraulic
    Data Processing
    Heater at Boundary
    Heater at Center
    Coupled Flow-Thermal Gradient
    1-D Simulation
    2-D Simulation
    1-D Coupled Simulation
    Open BC Hydraulic
    Closed BC Hydraulic Loading
    Closed BC Hydraulic Unloading
    Closed BC Heater at Boundary Loading
    Closed BC Heater at Boundary Unloading


    Overview

    A synopsis of the research will be included soon, please refer to the PDF copy of the dissertation: Mesut Pervizpour's Dissertation in PDF

    To Summarizes The Efforts for This Study:
    The "meaningful" requirement is that the system provides a reasonably good representation of the actual phenomena. An oversimplified model may provide results and conclusions that do not apply to the real phenomenon being modeled. An overcomplicated one may constrain potential applications, render theory too difficult to be useful, and strain available computational resources. Perhaps the most distinguishing characteristic between an average development and an outstanding one is the ability to provide such a system view encapsulating all and providing a good balance between complexity and accuracy.