Palestine International Airport (Al-Auja)

− Min. distance between vertical curves = 30 *sum of absolute grade change

− Σ A 1 - 2 = 1.15

− Min. Distance(m)=30*1.15

= 35m

− ΣA 2 - 3= 1.63

− Min. Distance(m)=30*1.63

= 49m

Table 7 - 13 Details of the Left Taxiway's Profile (Distance between Vertical Curves)

Curve ∆ Station

Curve 1- Curve 2 714.77m

Curve 2- Curve 3 1095.95m

• Note:
  All vertical alignment features meet the design criteria listed in Table 7- 1 1.