diplomska naloga
Svetlana Ilić (Author), Jože Panjan (Mentor), Janko Logar (Thesis defence commission member), Dušan Žagar (Thesis defence commission member), Mario Krzyk (Co-mentor)

Abstract

Idejna rešitev odvoda onesnaženih voda iz naselij Korte in Parecag

Keywords

gradbeništvo;diplomska naloga;UNI;komunalni objekti;kanalizacijski sistem;odpadne vode;padavinske vode;hidravlično dimenzioniranje;črpališče;čistilna naprava;tehnična izvedba kanalizacijskega sistema;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [S. Ilić]
UDC: 628.1/.3(497.4)(043.2)
COBISS: 6490209 Link will open in a new window
Views: 2080
Downloads: 600
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: English
Secondary title: Conceptual design of sewer system and contaminated water treatment for settlements Korte and Parecag
Secondary abstract: The thesis deals with the conceptual design of sewer system and contaminated water treatment (wastewater and storm water) for settlements Korte and Parecag. Settlements belong to different municipalities, and are among last ones, which have not yet implemented sewerage system. Presented are starting points and backgrounds for the design of sewerage system. Guide values and frameworks for dimensioning sewerages systems, are defined in Slovenian legislation and legislation of European Union, which are in the thesis only briefly introduced. We have designed sewer system for wastewater and storm water in settlement Korte and sewer system for wastewater in settlement Parecag. Analyzed are two versions for completing the disposition in the settlement Korte. The first one ends, as planed in year 2010 in wastewater treatment plant Korte (MKČN Korte), which already exists, but is necessary to expend the capacity, in the event of connecting the designed wastewater system. Investment costs of reconstruction wastewater treatment plant Korte are much higher comparing to the second version, which deals with the link between two settlements, and ends its disposition in an existing treatment plant Sečovlje. Both solutions are feasible, of course with their own strengths and weaknesses, which affect the optimal choice of the Investor.
Secondary keywords: graduation thesis;sewerage;sewer system;wastewater;storm water;hydraulic dimensioning;pumping station;wastewater treatment plant;technical realization of sewer system;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XI, 108 str., 20 pril.
Type (ePrints): thesis
Title (ePrints): Idejni načrt odvoda onesnaženih voda iz naselij Korte in Parecag
Keywords (ePrints): komunalni objekti;kanalizacijski sistem;odpadne vode;padavinske vode;hidravlično dimenzioniranje;črpališče;čistilna naprava;tehnična izvedba kanalizacijskega sistema
Keywords (ePrints, secondary language): sewerage;sewer system;wastewater;storm water;hydraulic dimensioning;pumping station;wastewater treatment plant;technical realization of sewer system
Abstract (ePrints): V diplomski nalogi je obravnavan idejni načrt odvoda onesnaženih voda (odpadnih in meteornih) iz naselij Korte in Parecag. Obravnavano območje je predstavljeno geografsko in demografsko Predstavljeno je trenutno stanje v obeh naseljih in občinah, katerima pripadata. Opisana so izhodišča za odvod onesnaženih vod ter ozadja in osnove za dimenzioniranje kanalizacijskega sistema. Smernice in okvire za dimenzioniranje podaja veljavna zakonodaja s področja Evropske unije ter Slovenska zakonodaja. Zakonodaja je v diplomski nalogi le na kratko predstavljena. Zasnovali smo kanalizacijsko mrežo odpadne in meteorne vode za naselje Korte ter mrežo odpadnih vod za naselje Parecag. Analizirani sta dve različici zaključka dispozicije v naselju Korte. Prva se zaključi kot predvideno leta 2010 v MKČN Korte. Mala komunalna čistilna naprava Korte že obstaja, vendar bi morali v primeru dodatne priključitve starega dela naselja, razširiti kapaciteto. Investicijski stroški rekonstrukcije čistilne naprave so neprimerljivo večji kot stroški druge različice, katera upošteva povezavo med obema naseljema, ter konča svojo dispozicijo v obstoječi čistilni napravi Sečovlje. Obe rešitvi sta izvedljivi seveda s pripadajočimi prednostmi in slabostmi, katera vplivajo na optimalno, izbiro investitorja.
Abstract (ePrints, secondary language): The thesis deals with the conceptual design of sewer system and contaminated water treatment (wastewater and storm water) for settlements Korte and Parecag. Settlements belong to different municipalities, and are among last ones, which have not yet implemented sewerage system. Presented are starting points and backgrounds for the design of sewerage system. Guide values and frameworks for dimensioning sewerages systems, are defined in Slovenian legislation and legislation of European Union, which are in the thesis only briefly introduced. We have designed sewer system for wastewater and storm water in settlement Korte and sewer system for wastewater in settlement Parecag. Analyzed are two versions for completing the disposition in the settlement Korte. The first one ends, as planed in year 2010 in wastewater treatment plant Korte (MKČN Korte), which already exists, but is necessary to expend the capacity, in the event of connecting the designed wastewater system. Investment costs of reconstruction wastewater treatment plant Korte are much higher comparing to the second version, which deals with the link between two settlements, and ends its disposition in an existing treatment plant Sečovlje. Both solutions are feasible, of course with their own strengths and weaknesses, which affect the optimal choice of the Investor.
Keywords (ePrints, secondary language): sewerage;sewer system;wastewater;storm water;hydraulic dimensioning;pumping station;wastewater treatment plant;technical realization of sewer system
ID: 8327168