Isogeometric analysis in solution of unconfined seepage problems

Abstract This article investigates the numerical solution of saturated unconfined seepage problems in which a fluid with a free surface passes through a porous media. In such cases, the geometry of the wet region is unknown in advance and must be obtained through an iterative process. Such problems are known as variable domain problems. Since the use of traditional mesh based numerical methods is not straight forward due to remeshing difficulties, the isogeometric analysis is proposed here which eliminates the meshing process and accordingly makes this method an attractive tool to deal with such problems. On the other hand, the use of isogeometric analysis accounts for other difficulties which this paper aims to address. In the isogeometric analysis the boundary control points are not located on the domain boundary. Therefore, in this article, a new boundary updating formula is proposed to reconstruct the free surface. For modifying the control net, the transfinite interpolation is used in order to update the control net when the geometry undergoes any change. The domain is considered inhomogeneous with spatially varied permeability. Three benchmark examples are solved to demonstrate the applicability of the proposed method. Finally, the results are compared with those available in the literature.

[1]  F. Daneshmand,et al.  Inverse geometry heat conduction analysis of functionally graded materials using smoothed fixed grid finite elements , 2013 .

[2]  Mohammad Javad Kazemzadeh-Parsi,et al.  OPTIMAL SHAPE DESIGN FOR HEAT CONDUCTION USING SMOOTHED FIXED GRID FINITE ELEMENT METHOD AND MODIFIED FIREFLY ALGORITHM , 2015 .

[3]  J. Prévost,et al.  Flow through porous media: A procedure for locating the free surface , 1987 .

[4]  R. Borja,et al.  One the solution of elliptic free-boundary problems via Newton's method , 1991 .

[5]  Daniel S.H. Lo Finite Element Mesh Generation , 2014 .

[6]  F. Vahedifard,et al.  Head-based isogeometric analysis of transient flow in unsaturated soils , 2017 .

[7]  Y. Bazargan-Lari A POINTWISE APPROACH FOR ENFORCEMENT OF ESSENTIAL BOUNDARY CONDITIONS IN THE ISOGEOMETRIC ANALYSIS , 2014 .

[8]  Shantia Yarahmadian,et al.  Integration of Thiele Continued Fractions and the method of fundamental solutions for solving unconfined seepage problems , 2016, Comput. Math. Appl..

[9]  Jan Adamowski,et al.  Optimal Remediation Design of Unconfined Contaminated Aquifers Based on the Finite Element Method and a Modified Firefly Algorithm , 2015, Water Resources Management.

[10]  Tinh Quoc Bui,et al.  Adaptive multi-patch isogeometric analysis based on locally refined B-splines , 2018, Computer Methods in Applied Mechanics and Engineering.

[11]  Seepage analysis in a zoned anisotropic medium by the boundary element method , 1984 .

[12]  Masoud Darbandi,et al.  A moving‐mesh finite‐volume method to solve free‐surface seepage problem in arbitrary geometries , 2007 .

[13]  S. Shojaee,et al.  Simulation of flow through dam foundation by isogeometric method , 2015 .

[14]  Numerical solutions to some free surface flows through nonhomogeneous media , 1984 .

[15]  J. Oden,et al.  Theory of variational inequalities with applications to problems of flow through porous media , 1980 .

[16]  J. Dolbow,et al.  Imposing Dirichlet boundary conditions with Nitsche's method and spline‐based finite elements , 2010 .

[17]  Yu-xin Jie,et al.  Seepage analysis based on boundary-fitted coordinate transformation method , 2004 .

[18]  Tinh Quoc Bui,et al.  Multi-inclusions modeling by adaptive XIGA based on LR B-splines and multiple level sets , 2018, Finite Elements in Analysis and Design.

[19]  T. Hughes,et al.  Isogeometric analysis : CAD, finite elements, NURBS, exact geometry and mesh refinement , 2005 .

[20]  T. A. Middlebrooks,et al.  Earth-Dam Practice in the United States , 1953 .

[21]  Thomas J. R. Hughes,et al.  Isogeometric Analysis: Toward Integration of CAD and FEA , 2009 .

[22]  Carmelo Gentile,et al.  A nonlinear programming analysis of unconfined steady‐state seepage , 1987 .

[23]  Zhiguo Wang,et al.  3-D elasto-plastic large deformations: IGA simulation by Bézier extraction of NURBS , 2017, Adv. Eng. Softw..

[24]  J. Reddy An introduction to the finite element method , 1989 .

[25]  Mohammad Javad Kazemzadeh-Parsi,et al.  Numerical flow simulation in gated hydraulic structures using smoothed fixed grid finite element method , 2014, Appl. Math. Comput..

[26]  Jean-Pierre Bardet,et al.  A practical method for solving free-surface seepage problems , 2002 .

[27]  Yu-xin Jie,et al.  Free surface seepage analysis based on the element-free method , 2003 .

[28]  Tinh Quoc Bui,et al.  Three-dimensional elastoplastic solids simulation by an effective IGA based on Bézier extraction of NURBS , 2019 .

[29]  Sohichi Hirose,et al.  Isogeometric analysis for unsaturated flow problems , 2014 .

[30]  F. Daneshmand,et al.  Three dimensional smoothed fixed grid finite element method for the solution of unconfined seepage problems , 2013 .

[31]  Farhang Daneshmand,et al.  Unconfined seepage analysis in earth dams using smoothed fixed grid finite element method , 2012 .