Primerjava dveh variant odvodnje soseske Novo naselje in industrijske cone v Vipavi : diplomska naloga

Cizara, Kristjan (author), Panjan, Jože (mentor), Krzyk, Mario (co-mentor)

V diplomski nalogi je predstavljeno načrtovanje odvodnje odpadnih in padavinskih voda v južnem delu kraja Vipava. Opisani so postopek načrtovanja kanalizacijskega omrežja, izhodišča za zasnovo ter dejavniki in določila, ki jih je potrebno pri načrtovanju upoštevati. Na podlagi značilnosti naselja sta izdelani dve varianti rešitve odvajanja odpadnih voda iz poseljenega dela obravnavanega območja in dve varianti rešitve odvajanja odpadnih voda iz industrijske cone. Vse variante so izrisane, obdelane in hidravlično dimenzionirane s pomočjo računalniških programov Sewer+ ter Microsoft Office Excel. Izdelana je tudi aproksimativna ocena stroškov investicije. Po analizi rezultatov je izbrana primernejša varianta zasnove kanalizacijskega sistema.

• Language: Slovenian
• Keywords: gradbeništvo, diplomska naloga, UNI, Vipava, kanalizacija za odpadno vodo, padavinska kanalizacija, hidravlično dimenzioniranje
• Work type: Undergraduate thesis
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [K. Cizara]
• Year: 2015
• Number of pages: XI, 129 str., 4 pril.
• PID: 20.500.12556/RUL-32730
• UDC: 628.2/.3(043.2)
• COBISS.SI-ID: 6941537
• Publication date in RUL: 10.07.2015

Secondary language

• Language: English
• Title: Comparison of two variants of waste water treatment plant for settlement Novo naselje and industrial zone in Vipava

Abstract

In this thesis a project of drainage of waste water and rainwater regulation for the part of settlement Vipava is presented. The method of planning a sewer system is described, which is the basis for the project and factors that have to be considered. On the basis of characteristics of settlement two solutions for the settled part of Vipava have been made and two solutions for the part of Vipava that's intended for the industrial zone. All of the solutions are drawn, processed and hydraulicly designed, with a help of a software Sewer+ and Microsoft Office Excel. The value of the investment has also been made. After an analysis of the results the better solution for the sewer system has been chosen.

• Keywords: graduation thesis, Vipava, sewer system for waste-water and for rain water, hydraulic dimensioning