Vpliv efektvne stopnje zasičenosti zemljin na obliko precejnice in količino vodnih izgub pri nasutih pregradah

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Title:	Vpliv efektvne stopnje zasičenosti zemljin na obliko precejnice in količino vodnih izgub pri nasutih pregradah
Authors:	ID Kos, Neven (Author) ID Škrabl, Stanislav (Mentor) More about this mentor... ID Macuh, Borut (Comentor)
Files:	MAG_Kos_Neven_2018.pdf (4,71 MB) MD5: 32B9055C6C90B021939EB0D832512648 PID: 20.500.12556/dkum/6ce9a644-99e6-4c95-8416-5c088067b9ea
Language:	Slovenian
Work type:	Master's thesis/paper
Typology:	2.09 - Master's Thesis
Organization:	FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:	V magistrskem delu bomo prikazali osnovne zakonitosti metode končnih elementov (v nadaljevanju MKE) in primer reševanja stacionarnega precejanja vode po MKE z več vozliščnimi izoparametričnimi končnimi elementi pri analizi precejanja vode skozi nasute pregrade. Glavni cilj magistrskega dela predstavlja opredelitev vplivov efektivne stopnje zasičenosti zemljine nad nivojem talne vode na obliko precejnice in količino vodnih izgub pri nasutih pregradah.
Keywords:	izoparametrični končni elementi, numerična integracija, efektivna stopnja zasičenost, stacionarno precejanje vode, MATLAB.
Place of publishing:	Maribor
Publisher:	[N. Kos]
Year of publishing:	2018
PID:	20.500.12556/DKUM-70987
UDC:	624.131.3:624.136(043.2)
COBISS.SI-ID:	21809686
NUK URN:	URN:SI:UM:DK:Y9KRQFIP
Publication date in DKUM:	17.07.2018
Views:	1266
Downloads:	131
Metadata:
Categories:	KTFMB - FG
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License:	CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International

Link:	http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:	The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:	27.06.2018

Language:	English
Title:	The influence of effective degree of soil saturation on the upper flowline shape and the water losses quantity
Abstract:	In this work, we will show the basic principles of the finite element method (hereinafter FEM) and the example of solving the stationary water filtration according to the FEM with several nodal isoparametric finite elements in analyzing the water flow through earth embarkment. The main goal of the work is the definition of the effects of the effective level of saturation of the soil above the level of ground water on the shape of the upper flowline and the amount of water losses in earth embarkments
Keywords:	isoparametric finite elements, numerical integration, effective degree of saturation, stationary water filtering, MATLAB.

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