The point of intersection of the obstruction clearance line and the extended plane of the runway surface and the other end of the runway is called as:
The question asks about a specific point defined by the intersection of the obstruction clearance line and the extended plane of the runway surface. This point is crucial for determining the usable length of the runway for aircraft operations, considering safety margins required to clear any obstacles.
In aviation, obstacle limitation surfaces are imaginary surfaces designed to protect aircraft during takeoff, landing, and other critical phases of flight. An obstruction clearance line is associated with these surfaces. When an obstruction exists near the runway end, an obstruction clearance line slopes upwards from the runway end or a point near it, ensuring that aircraft maintain a safe vertical distance above the obstruction.
The question describes the point where:
This point essentially marks the limit from which an aircraft can safely operate while clearing the obstruction. Any portion of the runway beyond this point towards the obstruction might not be usable for the full operation (like takeoff or landing roll) because the required obstruction clearance cannot be guaranteed.
Let's look at the given options:
Based on the analysis, the point described is directly related to determining the usable or effective length of the runway when obstructions are present.
The point of intersection of the obstruction clearance line and the extended plane of the runway surface at the other end of the runway is a key determinant in calculating the declared distances, which define the effective length of the runway for different operations.
| Term | Relevance to the Question |
|---|---|
| Obstruction Clearance Line | An imaginary line ensuring safe vertical separation from obstacles. |
| Extended Plane of Runway Surface | A horizontal or sloped plane extending from the runway end. |
| Point of Intersection | The specific location where these two geometric elements meet. |
| Effective Length of Runway | The usable length of the runway, which this intersection point helps define. |
| Term | Definition | Relation to Question |
|---|---|---|
| Runway | A defined rectangular area on a land aerodrome prepared for the landing and takeoff of aircraft. | The primary surface involved. |
| Obstruction Clearance | Maintaining a safe vertical or horizontal distance from obstacles during flight operations. | The concept behind the "obstruction clearance line". |
| Effective Length of Runway | The declared usable length for a specific operation (takeoff/landing), potentially reduced by obstacles or other factors. | The concept directly defined by the point in question. |
| Taxiway | A defined path on a land aerodrome established for the taxiing of aircraft and intended to provide a link between one part of the aerodrome and another. | Not directly related to the point defined. |
The effective length of a runway is formalized through declared distances. These distances provide precise information to pilots about the length available for various phases of takeoff and landing. The point of intersection described in the question is fundamental in calculating these distances.
Obstructions penetrating the obstacle limitation surfaces at the end of the runway will typically result in a reduced LDA or TORA, effectively reducing the 'effective length' available for operations in that direction. The point described in the question is key to determining this reduction.
For the hottest month of the year at the proposed airport site, the monthly mean of the average daily temperature is 390C. The monthly of the maximum daily temperature is 480C for the same month of the year. From the given information, the calculated Airport Reference Temperature (in 0C), is
Calculate the turning radius of the taxiway for an airport serving large subsonic jet planes. The design speed of turning is 60 kmph and assume friction coefficient between tyre and pavement surface as 0.15.
A runway is being constructed in a new airport as per the International Civil Aviation Organization (ICAO) recommendations. The elevation and the airport reference temperature of the airport are 535 m above the mean sea level and 22.65°C, respectively. Consider the effective gradient of runway as 1%. The length of runway required for a design-aircraft under the standard condition is 2000 m. Within the framework of applying sequential corrections as per the ICAO recommendations, the length of runway corrected for the temperature is
What is the airport reference temperature, if the monthly mean of average daily temperature for the hottest month of a study year = 24°C and the monthly mean of the maximum daily temperature for the same month of the same year = 30°C
Match the items in List 1 (Purpose) with those in List 2 (Designed Component used in Airport, and select the answer using codes given below.
List – I | List – II | ||
A. | Basic Runway length | 1. | Width and length of Safety area of airport |
B. | Runway Capacity | 2. | Housing, Servicing of aircrafts |
C. | Runway geometric design | 3. | Location of exit taxiways |
D. | Hangar | 4. | Engine failure class |