LEADER 01902oam 2200433zu 450 001 9910140918503321 005 20241212220027.0 010 $a9781424476596 010 $a1424476593 035 $a(CKB)2670000000054001 035 $a(SSID)ssj0000452264 035 $a(PQKBManifestationID)12163781 035 $a(PQKBTitleCode)TC0000452264 035 $a(PQKBWorkID)10468377 035 $a(PQKB)10903823 035 $a(NjHacI)992670000000054001 035 $a(EXLCZ)992670000000054001 100 $a20160829d2010 uy 101 0 $aeng 135 $aur||||||||||| 181 $ctxt 182 $cc 183 $acr 200 10$a2010 13th International IEEE Conference on Intelligent Transportation Systems 210 31$a[Place of publication not identified]$cI E E E$d2010 215 $a1 online resource 300 $aBibliographic Level Mode of Issuance: Monograph 311 08$a9781424476572 311 08$a1424476577 330 $aMetered dual-branch on-ramps may feature strongly different (relative) queues or waiting times on each of their branches. Different methods are developed for balancing the queues or relative queues or waiting times on both branches. The methods are evaluated and compared based on extensive microscopic simulations. As a by-product, a waiting time estimation method for metered ramps is also developed. These methods are implemented in the ramp metering system of the Monash Freeway (Melbourne, Australia). The developed concepts are also applicable to other kinds of traffic control problems involving merging traffic streams. 606 $aAutomotive telematics 615 0$aAutomotive telematics. 676 $a629.277 702 $aIEEE Staff 801 0$bPQKB 906 $aPROCEEDING 912 $a9910140918503321 996 $a2010 13th International IEEE Conference on Intelligent Transportation Systems$92506577 997 $aUNINA