diplomska naloga
Ana-Marija Ločan (Author), Franci Steinman (Mentor), Gašper Rak (Co-mentor)

Abstract

Že stoletja se v Sloveniji izkorišča vodno energijo rek in potokov. V ta namen so v preteklosti klasični jezovi predstavljali najpomembnejše vodne objekte. V diplomskem delu je obravnavano, kako prečna zgradba v vodotoku vpliva na rabo obvodnega prostora, na potek gladine ter na druge razmere. Cilj je ugotoviti, kakšen je vpliv jezu na Dreti in kaj se zgodi, če obstoječi jez spremenimo. V ta namen so s pomočjo programskega orodja HEC-RAS izdelane tri situacije - obstoječe stanje in dve situaciji, in sicer ko je jez odstranjen in ko je znižan. Hidravlične razmere novih situacij so nato primerjane z obstoječim stanjem, kar nam pomaga razumeti vpliv, ki ga povzročajo prečne zgradbe v vodotoku.

Keywords

graduation thesis;hydraulics;hydraulic conditions;transversal structures;dam;impoundment;hydraulic jump;HEC-RAS programm;

Data

Language: English
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [A.-M. Ločan]
UDC: 627.8(497.4Dreta)(043.2)
COBISS: 8563553 Link will open in a new window
Views: 857
Downloads: 444
Average score: 0 (0 votes)
Metadata: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Other data

Secondary language: Slovenian
Secondary title: Hydraulic conditions on a transversal structure on Dreta River
Secondary abstract: For centuries, the water power of rivers and streams has been used in Slovenia. For this purpose, in the past, classical dams represented the most important water facilities. The diploma thesis deals with how the transversal structure in the watercourse influences the use of the waterside space, the course of the surface and other conditions. The goal is to determine the impact of the dam on Dreta and what happens if the existing dam is to be changed. To this end, three situations have been created using the HEC-RAS software tool - the current situation and two situations, when the dam is removed and when it is lowered. The hydraulic conditions of the new situations are then compared with the current situation, which helps us to understand the impact caused by transversal structures in the watercourse.
Secondary keywords: gradbeništvo;diplomska naloga;UNI;VOI;hidravlika;hidravlične razmere;prečne zgradbe;jez;zajezitev;vodni skok;program HEC-RAS;
Type (COBISS): Bachelor thesis/paper
Study programme: 0
Embargo end date (OpenAIRE): 1970-01-01
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: IX, 39 str., 5 pril.
ID: 10961821