diplomska naloga
Povzetek
V diplomski nalogi so v prvem delu zbrane informacije, pravilniki, predpisi in navodila, ki so potrebni za dimenzioniranje meteorne kanalizacije. V nadaljevanju se podrobneje usmerim na Luko Koper, na obstoječe stanje meteorne kanalizacije, ga analiziram in podam možno rešitev za izboljšanje funkcionalnosti in varnosti odvodnikov, v katere se iztekajo zbrane padavinske vode.
Meteorno odvodnjo sem ločila na čisto meteorno kanalizacijo, ki vodo s streh odvaja neposredno v odvodnik in na odpadno meteorno kanalizacijo, ki pokriva večja povozna območja in manipulativne površine. Potencialno onesnažena voda je speljana preko razbremenilnikov v usedalnik z lovilcem olj, ki omogoča tudi zadrževanje onesnažene tekočine v primeru ekstremnega dogodka, kot je nesreča vlačilca s cisterno. Določena so prispevna območja in potek cevovodov. Glede na teren in lokacijo cevi so določene kote iztokov podsistemov. Pri odpadni meteorni vodi so izrisani vzdolžni profili najdaljših vej. Dimenzionirani so zadrževalni bazeni, ki imajo tudi funkcijo lovilcev olj. V zaključku so podane ugotovitve oz. predlagani ukrepi za izboljšanje zaščite odvodnikov in Luke Koper.
Ključne besede
gradbeništvo;diplomska naloga;UNI;VKI;odvodnjavanje;meteorna kanalizacija;zadrževalni bazen;lovilec maščob;Luka Koper;
Podatki
Jezik: |
Slovenski jezik |
Leto izida: |
2016 |
Tipologija: |
2.11 - Diplomsko delo |
Organizacija: |
UL FGG - Fakulteta za gradbeništvo in geodezijo |
Založnik: |
[A. Rener] |
UDK: |
628.2(497.4Koper)(043.2) |
COBISS: |
7708513
|
Št. ogledov: |
1918 |
Št. prenosov: |
717 |
Ocena: |
0 (0 glasov) |
Metapodatki: |
|
Ostali podatki
Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Precipitation drainage system of Port of Koper assesment |
Sekundarni povzetek: |
The first part of the thesis contains information, policies, regulations and instructions, needed for the dimensioning of precipitation drainage. Following that I focus specifically on Port of Koper, the current state of its drainage systems, the analysis of it and I suggest a possible solution to improve the functionality and safety of the drains into which the gathered rainwater flows.
I divided the precipitation drainage into clean drainage systems, which channel the water from roofs directly into the sea or channel, and waste drainage systems, which cover larger paved surfaces and handling areas. Potentially polluted water is routed through overflow structures into retention basins equipped with oil separators, which also allow for the retention of polluted liquids in the case of an extreme occurrence, like an accident involving an oil truck. The catchment areas and the course of the pipelines are defined. The heights of the outflows of the subsystems are defined according to the terrain and location of the pipes. In the case of precipitation drainage the longitudinal profiles of the longest branches are plotted. Retention basins which also function as oil catchers are dimensioned. In the conclusion I give my findings or rather suggest measures to improve the safety of drains in Port of Koper. |
Sekundarne ključne besede: |
graduation thesis;civil engineering;drainage system;precipitation drainage;retention basin;oil separator;Port of Koper; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
XII, 81 str., 29 pril. |
ID: |
9220784 |