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  • 1
    Electronic Resource
    Electronic Resource
    Chichester : Wiley-Blackwell
    International Journal for Numerical Methods in Fluids 8 (1988), S. 151-164 
    ISSN: 0271-2091
    Keywords: Non-Darcian flow ; Inverse problem ; Finite differences ; Finite elements ; Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Non-Darcy groundwater flow parameters are identified for three different flow systems. In the first system, which is essentially one-dimensional, the parameters are determined by means of an integral method. A rectangular parametric grid is used for the identification of the non-Darcy friction coefficients in the second system, which is two-dimensional. The parameters in the third system, which involves a hybrid simulation of three-dimensional flow, are optimized by adopting a constrained non-linear programming technique. This technique combines Cauchy's steepest-descent method together with the modeller's subjective judgement of the results at the end of each iterative step. The paper is concluded with a brief description of the additional research which is thought to be necessary before the difficulties of optimizing the non-Darcy flow parameters can be overcome.
    Additional Material: 11 Ill.
    Type of Medium: Electronic Resource
    Library Location Call Number Volume/Issue/Year Availability
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  • 2
    Electronic Resource
    Electronic Resource
    Chichester : Wiley-Blackwell
    Communications in Numerical Methods in Engineering 14 (1998), S. 1067-1088 
    ISSN: 1069-8299
    Keywords: submarine pipelines ; non-linear static analysis ; finite element model ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A non-linear finite element numerical procedure is adopted for predicting the bending stresses developed along highly curved submarine pipelines during the installation process from a laybarge towards an irregular sea floor. The problem of partial seabed-pipeline and stinger-pipeline contact is tackled by means of a point iterative calculation approach. The geometric non-linearity embedded in the beam flexural theory enables major deformations of the submarine line structures to be accurately modelled. Numerical calculations tend to be demanding, especially when large differences occur between the pipeline and seabed configurations. Three structural problems of practical significance provide a suitable application platform for testing the efficiency of the mathematical model. A Fortran subroutine implementing the fundamental procedures of the proposed numerical theory is included. Copyright © 1998 John Wiley & Sons, Ltd.
    Additional Material: 8 Ill.
    Type of Medium: Electronic Resource
    Library Location Call Number Volume/Issue/Year Availability
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