Omni Vertical Curve Equation:
From: | To: |
The Omni Vertical Curve equation calculates the minimum length of a vertical curve required for safe sight distance in road design. It ensures drivers have adequate visibility when transitioning between different grades.
The calculator uses the Omni Vertical Curve equation:
Where:
Explanation: The equation balances the grade change with required sight distance and height considerations for safe vehicle operation.
Details: Proper vertical curve design prevents abrupt grade changes that could cause vehicle instability, improve drainage, and ensure adequate stopping sight distance.
Tips: Enter the algebraic difference between grades (A) in percentage, sight distance (S) in feet, and height difference (H) in feet. All values must be positive numbers.
Q1: What is algebraic grade difference (A)?
A: It's the absolute value of the difference between the incoming and outgoing grades (in percent).
Q2: How is sight distance (S) determined?
A: Sight distance is typically based on design speed and includes both stopping distance and decision distance.
Q3: What does height difference (H) represent?
A: It's the vertical offset between the driver's eye height and the object height (typically 3.5 ft for driver's eye and 2 ft for object).
Q4: When is this equation most applicable?
A: For crest vertical curves where sight distance is limited by the curve itself rather than roadway features.
Q5: Are there limitations to this equation?
A: This is a simplified model. More complex calculations may be needed for precise engineering designs.