Optimalno vodenje prometnih tokov na večnivojskih priključkih tipa "romb"

Abstract

Keywords

Data

Language:	Slovenian
Year of publishing:	2009
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[D. Klemenčić]
UDC:	625.739:656.1.05(043.2)
COBISS:	4566113
Views:	1115
Downloads:	258
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Optimal traffic flow control on diamond interchanges
Secondary abstract:	The work is describing some typical and some modern interchange designs. It is also describing problems on diamond interchanges. These urban interchanges can be problematical, because capacity on the ramp terminal intersections is exceeded and congestions and queues are occuring. That is why is reasonable started to use modern designs, that direct traffic flows a bit otherwise and are more efficient of existent interchanges. Also some theoretical bases behind further discussion are passed in beginning of work. Shapes of interchanges are described, their advantages and disadvantages. Use of new design of traffic flow directions is showed on three realistic cases, namely on interchange Dunajska – vzhodna obvozna cesta, Celovška - severna obvozna cesta and Zasavska – mestna obvozna cesta. These new designs are diverging diamond interchange and single point diamond. Used traffic volumes are from year 2003 and 2005. Pedestrian movement path is described for each version. The interchanges are analysed with microsimulation tool Synchro 6.0, essential characteristics of interchanges are got with the help of which. Program is designed for modeling and optimizing signal timings. Finally the diploma deals with the comparison of the interchanges. Comparisons are offered for lighter performance in shape of graphs and tables.
Secondary keywords:	graduatiojn thesis;civil engineering;interchange;diamond interchange;diverging diamond interchange;single point diamond;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XV f., 89 str.
Type (ePrints):	thesis
Title (ePrints):	Optimal traffic flow control on diamond interchanges
Keywords (ePrints):	križanje;romb (diamantno križanje);razcepno diamantno križanje;romb z zunanjimi pasovi za leve zavijalce
Keywords (ePrints, secondary language):	interchange;diamond interchange;diverging diamond interchange;single point diamond
Abstract (ePrints):	V nalogi so opisane nekatere tipične in nekaj novih oblik vodenja prometnih tokov. Opisana je tudi problematika rombov (diamantnih križanj). Ta mestna križanja so lahko problematična, saj je kapaciteta križišč na koncu ramp presežena in prihaja do zastojev in kolon. Zato je smiselno začeti uporabljati nove oblike, ki prometne tokove vodijo nekoliko drugače in so učinkovitejša od obstoječih križanj. V začetku naloge so podane tudi nekatere teoretične osnove za nadaljnjo obravnavo. Opisane so oblike križanj, njihove prednosti in slabosti. Na treh realnih primerih je prikazana uporaba novih oblik vodenja prometnih tokov, in sicer na križanju Dunajska–vzhodna obvozna cesta, Celovška–severna obvozna cesta ter Zasavska– mestna obvozna cesta. Ti novi obliki sta razcepno diamantno križanje in romb z zunanjimi pasovi za leve zavijalce. Uporabljene so prometne obremenitve iz leta 2003 in 2005. Za vsako izmed variant je opisano vodenje pešcev. Za analizo križanj je uporabljen mikrosimulacijski program Synchro 6.0, s pomočjo katerega so dobljene bistvene lastnosti križišč. Program je namenjen modeliranju in optimiziranju krmilnih programov. V zadnjem delu naloge so obravnavana križanja za vsak realen primer primerjana med sabo. Za lažjo predstavo so primerjave podane v obliki grafikonov in preglednic.
Abstract (ePrints, secondary language):	The work is describing some typical and some modern interchange designs. It is also describing problems on diamond interchanges. These urban interchanges can be problematical, because capacity on the ramp terminal intersections is exceeded and congestions and queues are occuring. That is why is reasonable started to use modern designs, that direct traffic flows a bit otherwise and are more efficient of existent interchanges. Also some theoretical bases behind further discussion are passed in beginning of work. Shapes of interchanges are described, their advantages and disadvantages. Use of new design of traffic flow directions is showed on three realistic cases, namely on interchange Dunajska – vzhodna obvozna cesta, Celovška - severna obvozna cesta and Zasavska – mestna obvozna cesta. These new designs are diverging diamond interchange and single point diamond. Used traffic volumes are from year 2003 and 2005. Pedestrian movement path is described for each version. The interchanges are analysed with microsimulation tool Synchro 6.0, essential characteristics of interchanges are got with the help of which. Program is designed for modeling and optimizing signal timings. Finally the diploma deals with the comparison of the interchanges. Comparisons are offered for lighter performance in shape of graphs and tables.
Keywords (ePrints, secondary language):	interchange;diamond interchange;diverging diamond interchange;single point diamond
ID:	8309928