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Which is following situation created for summit curve?
Upgrade followed by a downgrade
Upgrade followed by another upgrade
plane surface followed by downgrade
All of the above
All of the above
A summit curve (or crest curve) is a vertical curve with convexity upwards. It is formed at the intersection of two gradients whenever the algebraic difference of gradients (deviation angle N) results in a crest, causing a peak point. Any condition where the second gradient is steeper downwards (or less steep upwards) than the first gradient forms a summit curve, making all given options valid.
A summit curve (or crest curve) is a vertical curve with convexity upwards. It is formed at the intersection of two gradients whenever the algebraic difference of gradients (deviation angle N) results in a crest, causing a peak point. Any condition where the second gradient is steeper downwards (or less steep upwards) than the first gradient forms a summit curve, making all given options valid.
N=n1тАЛтИТn2тАЛ тАФ Algebraic difference of gradients (deviation angle)
L=4.4NS2тАЛ тАФ Length of summit curve for L>SSD (where h1тАЛ=1.2┬аm,h2тАЛ=0.15┬аm)
L=2SтИТN4.4тАЛ тАФ Length of summit curve for L<SSD
Vertical summit curves are provided at gradient changes to ensure a smooth transition and adequate Sight Distance (Stopping Sight Distance or Overtaking Sight Distance) for drivers. The deviation angle is calculated as N=n1тАЛтИТn2тАЛ, where n1тАЛ and n2тАЛ are the gradients considering sign convention (+ for upgrade, - for downgrade). A summit curve is formed whenever N>0.
A summit curve is formed when convexity is upward (crest formed).
Deviation angle N must be positive (N>0) for a summit curve.
Square parabola is standardly preferred for summit curves due to simple design and uniform rate of change of grade.
The primary design criteria for summit curves is Sight Distance (SSD and OSD/ISD), whereas headlamp sight distance is critical for valley curves.
Provides smooth vertical transition between different grades.
Ensures adequate sight distance for safe stopping and overtaking.
Prevents sudden comfort shocks to vehicle occupants.
Sight distance is restricted at the peak of the curve due to summit convexity.
Requires significant earthwork cut/fill during construction in hilly terrain.
Highway vertical alignment design at crests.
Railway track vertical gradient transitions.
Flyover crest transitions.
Option A: +n1тАЛ followed by тИТn2тАЛтЯ╣N=(+n1тАЛ)тИТ(тИТn2тАЛ)=n1тАЛ+n2тАЛ>0 (Summit Curve).
Option B: +n1тАЛ followed by +n2тАЛ (where n1тАЛ>n2тАЛ) тЯ╣N=n1тАЛтИТn2тАЛ>0 (Summit Curve).
Option C: Level surface (0) followed by тИТn2тАЛтЯ╣N=0тИТ(тИТn2тАЛ)=n2тАЛ>0 (Summit Curve).
D is correct тАФ All listed gradient combinations yield a positive algebraic difference (N>0), creating convexity upwards which forms a summit curve.
Remember: Convexity UP = Summit Curve (governed by SSD/OSD); Convexity DOWN = Valley/Sag Curve (governed by Headlamp Sight Distance & Comfort).