Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Renovation of Levelling Network Koper |
Sekundarni povzetek: |
In the graduation thesis I analysed the old levelling network of Koper city center, which was first established in the 50s of last century. The network was not complete and also partly damaged, because almost half of the benchmarks do not exist in nature. From the data we got about the levelling network we can see that the accuracy after adjustment was lower than expected.
With another attempt of adjustment we tried to get better results. We also made a plan of expanded levelling network. From this plan, we measured only the part which covers the city center. Then we stabilized the new benchmarks and made measurements with new and old ones. Afterwards we adjusted the height differences an made topography of the benchmarks . We used the measured heights to establish vertical displacement in city center.
With renovation of the preserved part of levelling network in the region of Koper, we ensured height in national coordinate system which represented height base for geodetic measurments in center of Koper. |
Sekundarne ključne besede: |
graduation thesis;adjustment;levelling network;vertical displacements;Koper; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
XVI, 46 str., 42 str. pril. |
Vrsta dela (ePrints): |
thesis |
Naslov (ePrints): |
Renovation of levelling Network Koper |
Ključne besede (ePrints): |
Izravnava;nivelmanska mreža;vertikalni premiki;Koper |
Ključne besede (ePrints, sekundarni jezik): |
Adjustment;levelling network;vertical displacements;Koper |
Povzetek (ePrints): |
V diplomski nalogi je analizirana stara mestna nivelmanska mreža Koper, ki je bila vzpostavljena v petdesetih letih prejšnjega stoletja. Mreža je nepopolna in delno uničena, saj več kot polovica reperjev v naravi ne obstaja. Iz podatkov o izravnavi nivelmanske mreže je razvidno, da je bila natančnost po izravnavi slabša od zahtevane natančnosti za mestne nivelmanske mreže. Izdelan je bil tudi plan sanacije razširjene mestne nivelmanske mreže. Del sanacije mestne nivelmanske mreže, ki zajema mestno jedro smo tudi izvedli. Stabilizirali smo nove reperje in jih skupaj z obstoječimi ponovno izmerili in višinske razlike izravnali ter izdelali ustrezne topografije. Izravnane višine smo uporabili za določitev vertikalnih premikov v mestnem jedru.
S sanacijo ohranjenega dela nivelmanske mreže smo na območju Kopra zagotovili višine v državnem višinskem sistemu, ki predstavljajo ustrezno višinsko izhodišče za izvajanje geodetskih del na območju Kopra. |
Povzetek (ePrints, sekundarni jezik): |
In the graduation thesis I analysed the old levelling network of Koper city center, which was first established in the 50s of last century. The network was not complete and also partly damaged, because almost half of the benchmarks do not exist in nature. From the data we got about the levelling network we can see that the accuracy after adjustment was lower than expected.
With another attempt of adjustment we tried to get better results. We also made a plan of expanded levelling network. From this plan, we measured only the part which covers the city center. Then we stabilized the new benchmarks and made measurements with new and old ones. Afterwards we adjusted the height differences an made topography of the benchmarks . We used the measured heights to establish vertical displacement in city center.
With renovation of the preserved part of levelling network in the region of Koper, we ensured height in national coordinate system which represented height base for geodetic measurments in center of Koper. |
Ključne besede (ePrints, sekundarni jezik): |
Adjustment;levelling network;vertical displacements;Koper |
ID: |
8312845 |