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master's thesis
Utjecaj karakteristika trase na robusnost voznog reda tramvaja
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2019. urn:nbn:hr:237:330934
Zeljko, Filip
University of Zagreb
Faculty of Civil Engineering
Transportation Engineering

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

Cite this document

Zeljko, F. (2019). Utjecaj karakteristika trase na robusnost voznog reda tramvaja (Master's thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:330934

Zeljko, Filip. "Utjecaj karakteristika trase na robusnost voznog reda tramvaja." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:237:330934

Zeljko, Filip. "Utjecaj karakteristika trase na robusnost voznog reda tramvaja." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:237:330934

Zeljko, F. (2019). 'Utjecaj karakteristika trase na robusnost voznog reda tramvaja', Master's thesis, University of Zagreb, Faculty of Civil Engineering, accessed 24 November 2024, https://urn.nsk.hr/urn:nbn:hr:237:330934

Zeljko F. Utjecaj karakteristika trase na robusnost voznog reda tramvaja [Master's thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2019 [cited 2024 November 24] Available at: https://urn.nsk.hr/urn:nbn:hr:237:330934

F. Zeljko, "Utjecaj karakteristika trase na robusnost voznog reda tramvaja", Master's thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:237:330934

Metadata
TitleUtjecaj karakteristika trase na robusnost voznog reda tramvaja
Title (english)Effect of tram route characteristics on timetable robustness
AuthorFilip Zeljko
MentorMaja Ahac (mentor)
Committee memberTatjana Rukavina (predsjednik povjerenstva)
Committee memberMaja Ahac (član povjerenstva)
Committee memberIvica Stančerić (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Transportation Engineering)
Zagreb
Defense date and country2019-09-19, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Transportation
Abstract
U radu je procijenjena robusnost voznog reda tramvaja na odabranim dionicama mreže tramvajskog sustava Grada Zagreba. Primijenjena je grafo-analitička metoda koja podrazumijeva izradu i analizu dijagrama put - vrijeme definiranih temeljem rezultata terenskih mjerenja vremena putovanja. Vrijeme putovanja mjereno je tijekom radnih dana, u četiri razdoblja, duž 20 km kolosijeka. Promatrala su se četiri osnovna tipa kolosijeka: u cestovnom ili zasebnom tijelu te u užem ili širem gradskom području. Između 65 stanica duž mjernih dionica identificirane su brzine slobodnog toka, prosječna brzina vožnje kada se tramvaj zaustavlja na stajalištima te prosječna brzina putovanja kada se tramvaj zaustavlja na semaforiziranim raskrižjima i stajalištima. Međusobno su uspoređene prosječne brzine putovanja određene na osnovu terenskih mjerenja vremena vožnje i voznog reda. Analiza je pokazala da tip trase kolosijeka ima znatan utjecaj na ostvarivu brzinu vožnje te da je važećim voznim redom predviđeno dulje vrijeme putovanja između stanica od realno ostvarenog. To ga, u analiziranim uvjetima, čini zadovoljavajuće otpornim na nepredvidive prekide toka.
Abstract (english)
The paper assesses the robustness of the tram timetable on selected sections of the Zagreb tram system network. A grapho-analytical method was applied, which entails the creation and analysis of a path-time diagram defined based on the results of field measurements of the travel time. Travel time was measured on weekdays, in four periods, along 20 km of tracks. Four basic types of tracks were considered: in a shared or separate corridor and in a narrower or wider urban area. Between 65 stations along the measurement sections, free flow speed, average running speed if tram stops at stations, and average travel speed if tram stops at traffic lights and stations were identified. The average travel speeds, determined from field measurements of travel time and timetables, were compared. The analysis showed that the type of track has a notable effect on the achievable travel speed and that the valid timetable provides for longer travel times than realized. Under the analysed conditions, this makes it satisfactorily resistant to unpredictable traffic interruptions.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:330934
Study programmeTitle: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures
Course: Transportation Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsClosed access
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Created on2019-11-14 06:42:15