Numerical Simulation of the Structural Elements of a Mobile Micro-Hydroelectric Power Plant of Derivative Type

  • Denis V. KasharinEmail author
  • Tatiana P. Kasharina
  • Michail A. Godin
Conference paper
Part of the Advances in Intelligent Systems and Computing book series (AISC, volume 423)


This article presents issues about the numerical simulation of a new mobile structure for a micro hydroelectric plant of derivative type, intended for the reserve water and electrical supply of facilities requiring low energy. The first part of the article gives a description of the elements of the derivation pipelines and their mounting conditions; The second part of the article deals with issues relating to the simulation of the stress-strain state of a single and multiple-layered flexible derivative pipeline and the simulation of its hydraulic performance using the programs Ansys Mechanical APDL and Ansys Workbench.


Pipeline Composite materials Numerical simulation Strains solidWorks, ANSYS workbench Static structural Fluid CFX 



The work was performed by the authors in accordance with the agreement № 14.579.21.0029 about the granting of subsidiaries dating from 05.06.2014 г. On the topic: “The development of technical solutions and technological construction of mobile micro hydroelectric power plants of derivative type for seasonal water and power supply” as a task from the Ministry of education and science of the Russian Federation FCP “Research and development in priority fields of the scientific-technological complex of Russia for the years 2014–2020”. Unique identifier for the applied scientific research (Project) RFMEFI57914X0029.


  1. 1.
    An application for an invention RF MPK E02B9/02 №2015106761. The composite cell derivation conduit and the method of its construction. Date of submission 26 Feb 2015Google Scholar
  2. 2.
    Kasharin, D.V., Kasharina, T.P., Godin, P.A., Godin, M.A.: Use of pipelines fabricated from composite materials for mobile diversion hydroelectric power plants. Power Technol. Eng. 48(6), 448–452 (2015)CrossRefGoogle Scholar
  3. 3.
    Nonlinear adaptive meshing and algorithms for the analysis of problems with large deformation,
  4. 4.
    Kasharin, D.V., Thai, T.К.T.: Analysis of the results of numerical simulation and experimental research of sustainable mobility dams composite, № 1, pp. 91–105 . Herald Perm National Research Polytechnic University, Construction and architecture (2014)Google Scholar
  5. 5.
    Kim, M.: Two-dimensional analysis of four types of water-filled geomembrane tubes as temporary flood-fighting devices ю M.S. Thesis, p. 202. Virginia Tech, Blacksburg (2001)Google Scholar
  6. 6.
    Kasharin, D.V.: Protective engineering structures made of composite materials in the water construction. In: Ministry of Education and Science of the Russian Federation, pp. 51–119. South-Russian State Technical University (NPI). (2012)Google Scholar
  7. 7.
    Haberyan, K.M.: Rational forms of pipes, tanks and pressure slab/Gosstroiizdat, p. 206 (1956)Google Scholar
  8. 8.
    ANSYS Mechanical APDL Structural Analysis Guide. ANSYS, Inc. pp. 841–1110 (2012)Google Scholar
  9. 9.
    ANSYS Inc. PDF Documentation for Release 15.0,

Copyright information

© Springer International Publishing Switzerland 2016

Authors and Affiliations

  • Denis V. Kasharin
    • 1
    Email author
  • Tatiana P. Kasharina
    • 1
  • Michail A. Godin
    • 1
  1. 1.«Impulse» Ltd.NovocherkasskRussia

Personalised recommendations