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In detail, the following information has been considered as input of the estimation process: 1. information on links: counts and measured speeds collected at 5 count sections on the network (Fig. 2); 2.
information on links: counts and measured speeds collected at 5 count sections on the network (Fig. 2); information on routes: path travel times for different departure times of probe vehicles along one path connecting origin 2 to destination 4 (Fig. 2); information on demand: previous demand matrices (seed matrices) with different degrees of reliability and aggregate demand data (generated trips).
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We know what the alternative is – we experience it on other sections of the network, not at some vague time in the past, but in the here and now, and we do not want to go back to that.
Coupled with demand growth and installation of renewable generation on weaker sections of the network, this could necessitate costly reinforcements and upgrades.
Then put a padlock on other smaller sections of the network that can be sealed off without causing too much inconvenience.
They can also be watched on the cstv.com/postup section of the network's Web site.
Open image in new window Fig. 7 Transverse cross section of the network created on eccentric annulus-drill string geometry.
Games Lanes will operate on the busiest section of the network - around Heathrow and Wembley Stadium, through central London and out to the Olympic Park at Stratford.
Games Lanes operate on the busiest section of the network - from Heathrow and Wembley Stadium in the north-west of the city, through central London, along the Highway in east London and out to Greenwich and the Olympic Park at Stratford.
Open image in new window Fig. 4 Transverse cross section of the computational grid created on concentric annulus-drilling string geometry Open image in new window Fig. 5 Longitudinal cross section of the computational grid created on concentric wellbore-bit geometry Open image in new window Fig. 6 Longitudinal cross section of the network created on eccentric annulus-drill string geometry.
The before period for both sites was 2004 2006, the after period was 2010 2011 for road No 70, 2009 2011 - for road No 85; accidents numbers for comparison-group sites (all single-carriageway road sections on the road network) were derived for similar time periods.
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