izpis_h1_title_alt

Analiza poplavnih valov vzdolž reke Save : diplomska naloga
ID Zalokar, Lenka (Author), ID Šraj, Mojca (Mentor) More about this mentor... This link opens in a new window, ID Kobold, Mira (Co-mentor)

.pdfPDF - Presentation file, Download (5,90 MB)
MD5: 157473E5960395BD8B24CBC402B04610
PID: 20.500.12556/rul/5d124eba-74e8-4226-a120-a1f03fdbe22e

Abstract
V diplomskem delu smo obravnavali analizo poplavnih valov vzdolž reke Save. V uvodnem delu naloge smo najprej predstavili poplave, njihove značilnosti, lastnosti poplav v Sloveniji ter varstvo pred poplavami. V nadaljevanju naloge so predstavljene hidrogeološke, hidrografske ter meteorološke značilnosti porečja Save. Nato so opisane vodomerne postaje ter izbira vodomernih postaj za analizo. Nadaljnje smo predstavili program Hidrolog, s katerim smo pridobili iskane hidrološke podatke. Pridobljeni hidrološki podatki so podatki o datumih konic ter podatki o pretokih na posameznih obravnavanih vodomernih postajah. S hidrološkimi podatki smo grafično in tabelarično prikazali potovanje visokovodnih konic po reki Savi in njenih glavnih pritokih. Izračunani so bili povprečni časi potovanja visokovodnih konic na reki Savi. Pri izračunu časa potovanja visokovodnih konic smo prišli do naslednjih ugotovitev. Čas potovanja se z oddaljenostjo od vodomernih postaj dolvodno po reki Savi povečuje. Pri vodomerni postaji Medno je pri izračunu prišlo do negativne vrednosti časa, kar je posledica vpliva hidroelektrarne Medvode. Izračunali smo, da povprečni visokovodni val Save potuje od Jesenic do Radovljice 3, 7 ure, do Šentjakoba 9,2 ure, do Litije 15,1 ur, do Hrastnika 17,4 ur in do Čateža 23,5 ur.

Language:Slovenian
Keywords:gradbeništvo, diplomska naloga, UNI, VOI, visokovodni valovi, Sava, poplava, čas zakasnitve
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[L. Zalokar]
Year:2015
Number of pages:X, 54 str., 1 pril.
PID:20.500.12556/RUL-72737 This link opens in a new window
UDC:566.166(043.2)
COBISS.SI-ID:7132001 This link opens in a new window
Publication date in RUL:30.09.2015
Views:3504
Downloads:718
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Secondary language

Language:English
Title:Analysis of Flood waves along Sava River : graduation thesis
Abstract:
In this diploma work the analysis of flood waves along the Sava river is discussed. In the introductory part of the thesis floods are presented, and also their characteristics, characteristics of floods in Slovenia and flood protection measures. In the following part hydrogeological, hydrographical and meteorological characteristisc of the Sava river basin are presented. Then the water gauging stations are described and our choice of water gauging stations for the analysis is depicted. Further, a program Hidrolog is presented which helped us to get hydrological data needed. Acquired hydrological data are data of dates of flood peak discharges and data of discharges at individual water gauging stations. These hydrological data were required to show travelling of flood peak discharges on the Sava river and its main tributaries in graphical and tabular form. In the diploma work the average times of flood peak discharges on the Sava river were calculated and the following conclusions were reached. Time traveling is increasing with the distance of water gauging stations downstream the Sava river. At water gauging station Medno there was a negative value, the reason is Hydroelectric Power Station Medvode. We found out, that the average flood wave of the Sava river travel from Jesenice to Radovljica 3,7 h, to Šentjakob 9,2 h, to Litija 15,1 h, to Hrastnik 17,4 h and to Čatež 23,5 h.

Keywords:graduation thesis, civil engineering, flood peak discharges, Sava river, flood, lag time

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back