Palestine International Airport (Al-Auja)

(Noor Al-Dian Rabaya) #1
a- Longitudinal Profile of Right Runway

The profile for the centerline of the right runway was created and summarized in Table 7 -
6 ; based on the standards listed in Table 7- 5 for the runway surface gradient. The profile
of the right runway is attached in the Appendix.

Table 7 - 6 Details of the Right Runway's Longitudinal Profile, in m


Curve PVI Station PVI Elevation GradeIn GradeOut Vertical Curve Length (m) (Grade Change)A^ Curve Type


1 3+797.98 - 294.000 0.49% - 0.80% 400 1.29% Crest

Sample of Calculations:
− Minimum length of the vertical curve = 305 m for each 1% change in grade
= 305*1.29
= 393 m
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