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lower and can be subjected to delay. In developing a network, as the system is at grade, there<br />

may be significant disruption through accommodation works for utilities during construction to<br />

avoid operational disruption. The capacity of tram systems is not as large as for a monorail due to<br />

operational characteristics, but the infrastructure costs are lower.<br />

Whilst such rail systems can provide similar levels of capacity to BRT and are segregated from<br />

traffic using elevated sections, they require sophisticated signal and control systems to operate at<br />

high frequency. Monorail systems have limited interoperability and it is not as easy to switch tracks<br />

as with conventional rail systems.<br />

In addition to street-running rail systems, the highest capacity corridors are often provided by<br />

heavy rail – LRT, MRT or commuter rail systems.<br />

In developing the LPTMP, the role of each of the modes has been carefully considered according to<br />

the local requirements. A separate study into the implementation of a series of BET, BRT and Bus<br />

Lanes, is being developed in addition to this BTP. This separate study will determine the potential<br />

and opportunity for BRT provision within GKL/KV as a high level study. It will identify potential<br />

routing options, integration modes, corridor constraints and a series of high level operating and<br />

capital expenditure costs associated with operation.<br />

Key Conclusion<br />

The assessment process needs to consider the role of each mode such that the growing travel<br />

demand can be met by the appropriate mode.<br />

In the case of GKL/KV, the assessment process showed that meeting the growing travel<br />

demand can be best achieved through a combination of solutions most appropriate to the<br />

needs of the individual corridors and areas served.<br />

Page 44

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