magistrsko delo
Tadej Markič (Avtor), Franci Steinman (Mentor), Matjaž Mikoš (Komentor)

Povzetek

Stabilizacijski objekti v vodotokih

Ključne besede

gradbeništvo;magistrska dela;hidravlika;hudournik;padavine;prelivna polja;regulacija (urejanje) vodotokov;struga;voda;vodni skok;toga zgradba;prečni prag;podporni zid;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.09 - Magistrsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [T. Markič]
UDK: 556.12:627.4/.5(043.3)
COBISS: 3942753 Povezava se bo odprla v novem oknu
Št. ogledov: 2023
Št. prenosov: 621
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Stabilisation structures in watercourses
Sekundarni povzetek: The focus of the thesis are the rigid structures in and by the watercourses. Their main task is to maintain the stability of traffic route substrate. To assure the space for traffic routes, a sufficient runoff section of river course needs to be foreseen. The most important is the selection of the right structure upon fulfilment of reasonable requirements of all users. In case the traffic route and river channel are jointed only shortly, it is more adequately to choose longitudinal construction that will separate the river channel and traffic route. However, when the traffic route and river channel run together for a longer section, it is usually more advantageous to regulate the river channel and adjust the traffic route to the new designed ground, using transversal structures. The transverse structures stabilise the riverbed in the chosen level. This thesis combines the solutions and approaches of various authors. With the implementation of their solutions, the river channel course can be designed in the manner that the altitude difference between traffic route and river channel decreases. However, when the altitude difference is low, earthworks can be built instead of supporting construction. Likewise, the improvement of sapped foundations can be assured with transverse structures and consequently re-filling the foundations with river level elevation. The selection of the most advantageous construction rests on the comparison of mutual advantages and disadvantages of longitudinal or transverse structures. If the requirements of individual user are only partially considered, the activities which affect the environment can be poor or even harmful.
Sekundarne ključne besede: hydraulics;torrent;precipitations;overfall fields;river course regulation;river channel;water;hydraulic jump;rigid structure;transverse sill;supporting wall;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Magistrsko delo
Komentar na gradivo: Univ. v Ljubljani, Fakulteta za gradbeništvo in geodezijo
Strani: XVIII, 243 str., pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Stabilizacijski objekti v vodotokih
Ključne besede (ePrints): gradbeništvo;magistrska dela;hidravlika;hudournik;padavine;prelivna polja;regulacija (urejanje) vodotokov;struga;voda;vodni skok;toga zgradba;prečni prag;podporni zid;
Ključne besede (ePrints, sekundarni jezik): hydraulics;torrent;precipitations;overfall fields;river course regulation;river channel;water;hydraulic jump;rigid structure;transverse sill;supporting wall;
Ključne besede (ePrints, sekundarni jezik): hydraulics;torrent;precipitations;overfall fields;river course regulation;river channel;water;hydraulic jump;rigid structure;transverse sill;supporting wall;
ID: 8311029
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