03-03-2009, 09:43 AM
Hello Peter,
Thank you for the reply and the clarifications.
Some more questions I am afraid:
1 How then would the reduction in overlap to 80 metres be determined? Is there any other standard other than GK/RT0064 that can be referred to? Or do we have to calculate it along the lines you mentioned in your earlier reply?
2 Specifically for the 2004 paper, the requirement for this paper would be to calculate if the non-stopping and non-stopping headway can be met. For the latter, to look at the section of the line where meeting this requirement is the most onerous. Am I correct? (although I am still trying to identify where this section is)
Thank you & Regards
Thank you for the reply and the clarifications.
Some more questions I am afraid:
1 How then would the reduction in overlap to 80 metres be determined? Is there any other standard other than GK/RT0064 that can be referred to? Or do we have to calculate it along the lines you mentioned in your earlier reply?
2 Specifically for the 2004 paper, the requirement for this paper would be to calculate if the non-stopping and non-stopping headway can be met. For the latter, to look at the section of the line where meeting this requirement is the most onerous. Am I correct? (although I am still trying to identify where this section is)
Thank you & Regards