diplomska naloga
Gregor Mavrič (Avtor), Boris Kompare (Mentor), Zoran Stojič (Komentor)

Povzetek

Idejni načrt odvajanja in čiščenja odpadnih voda za vasi Račice in Starod

Ključne besede

diplomska dela;gradbeništvo;UNI;hidrotehnika;vodni viri;odvajanje odpadnih voda;kanalizacijsko omrežje;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [G. Mavrič]
UDK: 628.3(043.2)
COBISS: 2923617 Povezava se bo odprla v novem oknu
Št. ogledov: 1613
Št. prenosov: 346
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: Outline scheme for the drainage and treatment of waste water for the villages of Račice and Starod
Sekundarni povzetek: The diploma thesis deals with the problem of drainage and treatment of waste water for the villages of Ra�ice and Starod. To solve the problem, two variants have been planned with gravitational drainage and vacuum drainage of waste water to a treatment plant. Each variant has four more options in which I enumerated the possible solutions for the sewer systems and the treatment of waste water (location and capacity of treatment plants). I have prepared presentations of the course of the pipelines and the expected locations for the key structures for each option. I have also given a few theoretical elements with a short explanation and description of the basic characteristics and operation for both methods of the waste water drainage. In the gravitational system, the designed pipes have a diameter of 200 mm for which I have proved with the Colebrook equation that they suffice for the expected discharge at 50% filling. The discharge characteristics are within boundaries that are expected for a free surface flow. I have also designed a house pumping station and the capacity of the treatment plant. For the vacuum system I have designed pipes with a diameter of 100 mm for which I have also proved with the Colebrook equation that they suffice for the expected discharge at 100% fill. Due the lack of data, I haven’t designed a vacuum station. For both variants and the belonging options I have also made a comprehensive financial analysis including the investment and operational costs together with deprecation. The results of the analysis are presented in tabular form and graphically. On the basis of the financial analysis (total costs after 50 years of operation) and technical analysis (how demanding the execution and operation or maintenance is) I have chosen the most appropriate solution.
Sekundarne ključne besede: disposing of sewage;sewage system
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo, Oddelek za gradbeništvo, Univerzitetni študij, Hidrotehnična smer
Strani: IX, 89 f., pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Outline scheme for the drainage and treatment of waste water for the villages of Račice and Starod
Ključne besede (ePrints): odvajanje odpadnih voda;kanalizacijsko omrežje
Ključne besede (ePrints, sekundarni jezik): disposing of sewage;sewage system
Povzetek (ePrints): Diplomsko delo obravnava problem odvajanja in čiščenja odpadnih voda za naselji Račice in Starod. Za rešitev problema sta bili zasnovani dve varianti z gravitacijskim odvajanjem oziroma vakuumskim odvajanjem odpadnih voda na čistilno napravo. Vsaka varianta ima še štiri opcije, kjer sem navedel možne rešitve glede kanalizacijskih sistemov ter samega čiščenja odpadne vode (lokacije in velikosti čistilnih naprav). Za vse opcije sem izdelal situativni prikaz poteka cevovodov ter predvidene lokacije ključnih objektov. Za oba načina odvajanja odpadnih voda sem podal tudi nekaj teoretičnih osnov s kratko razlago ter opisom osnovnih karakteristik ter delovanja. Pri gravitacijskem sistemu po varianti 1 so predvidene cevi premera 200 mm, za katere sem po Colebrooku dokazal, da zadostujejo za predviden pretok pri 50% polnitvi. Pretočne karakteristike so znotraj meja, ki so predvidene za tok s prosto gladino. Prav tako sem okvirno dimenzioniral tudi hišno črpališče ter predvidel velikost čistilne naprave. Za vakuumski sistem odvajanja po varianti 2 sem predvidel cevi premera 100 mm, za katere sem prav tako po Colebrooku dokazal da zadostujejo za predvideni pretok pri 100% polnitvi. Vakuumskih postaj zaradi pomanjkanja podatkov nisem dimenzioniral. Za obe varianti ter pripadajo e opcije sem izdelal tudi precej razčlenjeno finančno analizo tako glede investicijskih kakor tudi obratovalnih stroškov skupaj z amortizacijo. Rezultati analize so podani tabelarično ter grafi no. Na podlagi finan ne analize (skupni stroški po 30. letih obratovanja) ter tehnične analize (zahtevnost izvedbe ter obratovanja oziroma vzdrževanja) sem izbral najprimernejšo rešitev.
Povzetek (ePrints, sekundarni jezik): The diploma thesis deals with the problem of drainage and treatment of waste water for the villages of Ra�ice and Starod. To solve the problem, two variants have been planned with gravitational drainage and vacuum drainage of waste water to a treatment plant. Each variant has four more options in which I enumerated the possible solutions for the sewer systems and the treatment of waste water (location and capacity of treatment plants). I have prepared presentations of the course of the pipelines and the expected locations for the key structures for each option. I have also given a few theoretical elements with a short explanation and description of the basic characteristics and operation for both methods of the waste water drainage. In the gravitational system, the designed pipes have a diameter of 200 mm for which I have proved with the Colebrook equation that they suffice for the expected discharge at 50% filling. The discharge characteristics are within boundaries that are expected for a free surface flow. I have also designed a house pumping station and the capacity of the treatment plant. For the vacuum system I have designed pipes with a diameter of 100 mm for which I have also proved with the Colebrook equation that they suffice for the expected discharge at 100% fill. Due the lack of data, I haven’t designed a vacuum station. For both variants and the belonging options I have also made a comprehensive financial analysis including the investment and operational costs together with deprecation. The results of the analysis are presented in tabular form and graphically. On the basis of the financial analysis (total costs after 50 years of operation) and technical analysis (how demanding the execution and operation or maintenance is) I have chosen the most appropriate solution.
Ključne besede (ePrints, sekundarni jezik): disposing of sewage;sewage system
ID: 8309785