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

diplomska naloga

Kristjan Cizara (Author), Jože Panjan (Mentor), Janko Logar (Thesis defence commission member), Maruška Šubic Kovač (Thesis defence commission member), Andreja Istenič Starčič (Thesis defence commission member), Mario Krzyk (Co-mentor)

Abstract

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.

Keywords

gradbeništvo;diplomska naloga;UNI;Vipava;kanalizacija za odpadno vodo;padavinska kanalizacija;hidravlično dimenzioniranje;

Data

Language:	Slovenian
Year of publishing:	2015
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[K. Cizara]
UDC:	628.2/.3(043.2)
COBISS:	6941537
Views:	1843
Downloads:	540
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Comparison of two variants of waste water treatment plant for settlement Novo naselje and industrial zone in Vipava
Secondary 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.
Secondary keywords:	graduation thesis;Vipava;sewer system for waste-water and for rain water;hydraulic dimensioning;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XI, 129 str., 4 pril.
ID:	8752032