Course detail

Numerical modelling of water flow

FAST-CR55Acad. year: 2013/2014

Introduction to the problem of numerical modelling
Numerical methods of solution:
- water flow in 2D and 3D,
- advection-dispersion,
- dam-break of fill dams,
- stability of water structures.

Language of instruction

Czech

Number of ECTS credits

5

Mode of study

Not applicable.

Guarantor

prof. Ing. Jan Jandora, Ph.D.

Department

Institute of Water Structures (VST-VST)

Learning outcomes of the course unit

The students will obtain knowledge about numerical solutions of flow of water, water quality and static of water structures. After finishing teh course, the studen will be able:
- Explain the basic terms of numerical modeling
- Explain the basic concepts of numerical modeling of water flow (Computational Fliud Dynamics)
- Solve problems of water flow in 1D, 2D and 3D
- Solve selected problems of dam deformation

Prerequisites

Mathematics, Hydraulics, Hydrology, Soil Mechanics, Elasticity and Plasticity, Structural Analysis.

Co-requisites

Mathematical modelling in water management

Planned learning activities and teaching methods

Course lectures are supplemented by presentations of mathematical and physical research on the faculty.

Assesment methods and criteria linked to learning outcomes

Successful conclusion of the course requires the completion of exercises with the granting of credit from the course, compliance with computing and conceptual part of the written test and the actual examination.

Course curriculum

1. Course introduction
2. Numerical methods for the solution f selected problems
3-7. Flow modelling in 2D and 3D (ANSYS/FLOTRAN)
8. Modelling of advection-dispersion processes (MIKE11, Znec)
9. Plain deformation of concrete dam (ANSYS)
10. Dam break of fill dams as a result of overtoping

Work placements

Not applicable.

Aims

The aim of the course is to acquaint students with principles of numerical modeling. The students will obtain knowledge about numerical solutions of flow of water, water quality and static of water structures.

Specification of controlled education, way of implementation and compensation for absences

Extent and forms are specified by guarantor’s regulation updated for every academic year.

Recommended optional programme components

It is possible collaboration on research projects in the field of numerical modelling in water management.

Prerequisites and corequisites

Not applicable.

Basic literature

FLETCHER, Clive A. J: Computational Techniques for Fluid Dynamics. Springer-Verlag, Berlin, 1991. ISBN 0172-5726. (EN)
WILCOX, David C.: Turbulence Modeling for CFD. DCW Industries, Inc., 1994. ISBN 0-9636051-0-0. (EN)

Recommended literature

HAVLÍK, V., INGEDULD, P., VANĚČEK, S., ZEMAN, E.: Matematické modelování neustáleného proudění. ČVUT Praha, 1992. (CS)
ŘÍHA, Jaromír et al.: Matematické modelování hydrodynamických a disperzních jevů. PC-DIR Brno, 1997. ISBN 80-214-0827-8. (CS)
CHUNG, T.J.: Computational Fluid Dynamics. Cambridge University Press, 2002. ISBN 0 521 59416 2. (EN)

Classification of course in study plans

  • Programme N-K-C-SI Master's

    branch V , 2 year of study, winter semester, elective

  • Programme N-P-C-SI Master's

    branch V , 2 year of study, winter semester, elective

  • Programme N-P-E-SI Master's

    branch V , 2 year of study, winter semester, elective

Type of course unit

 

Lecture

26 hod., optionally

Teacher / Lecturer

prof. Ing. Jan Jandora, Ph.D.

Syllabus

1st Course introduction.
2nd Numerical methods for the solution f selected problems.
3 to 7 Flow modelling in 2D and 3D (ANSYS/FLOTRAN).
8th Modelling of advection-dispersion processes (MIKE11, Znec).
9th Plain deformation of concrete dam (ANSYS).
10th Dam break of fill dams as a result of overtoping.

Exercise

26 hod., compulsory

Teacher / Lecturer

prof. Ing. Jan Jandora, Ph.D.

Syllabus

1 to 2 Solution of simple problems of water flow using a spreadsheet.
3 to 7 Numerical modeling of flow in 2D and 3D (ANSYS / FLOTRAN).
8th Numerical modeling of spreading pollution in the software HEC, Mike11, Znec.
9th Plain strain of the concrete dam (ANSYS).
10th Numerical modeling of rockfill dams breach as a result spill in a spreadsheet.