Kanson wrote:
Thanks for the correction, Gilles. It is 3000 ft. As you indentified yourself as a pilot, i guess you might be knowing these...
1. It is mandatory to have 1000 ft overuns for the civilian types. If the TO&L is from both ends, both ends must have 1000 ft overuns in addition to the runway. On exact information pls check with FAA. And some news...
http://www.usatoday.com/news/washington ... tech_x.htm. So 300 ft overuns for C-17 is not something peculiar to C-17 alone.
2. What is quoted as minimum runway length for C-17/C-130/C-27 is for the peaceful operations only. I doesnt mean that C-17 cannot perform in less than 3500 ft in times of necessity. Though C-130J minimum runway length is quoted as 3000 ft, it was operated in lesser lengths in full load. You can check with the records.
Like I was saying before, the "overrun" before the runway does not exist. If you go for example on GoogleEarth and look at the thresholds of runways 22 and 13 at New York's LaGuardia airports, you will see that they are both right on the water's edge.
The area at the far end of the runway, which some runways have, is called a stopway. This is how the FAA defines it
Stopway means an area beyond the takeoff runway, no less wide than the runway and centered upon the extended centerline of the runway, able to support the airplane during an aborted takeoff, without causing structural damage to the airplane, and designated by the airport authorities for use in decelerating the airplane during an aborted takeoff.
It is not mandatory by any means to have a stopway and here is why. If a runway is to be constructed somewhere and there is 6000 feet of real estate available, what is better? Laying a 6000 foot runway, or being restricted to laying a 5000 foot runway with a 1000 foot stopway at the end ?
If you have a 5000 runway with a 1000 foot stopway at the end, you have a Take off run (TORA) available of 5000 feet and an Accelerate-Stop Distance (ASDA) of 6000 feet. The Landing distance available (LDA) is still 5000 feet because the stopway is not counted for landing aircraft, it is only taken into account for aircraft taking off, in the event of an aborted take-off.
If you have a 6000 foot runway with no stopway at the end, you still have an ASDA of 6000 feet like for the above example, but however you now have a TORA of 6000 feet and a LDA of 6000 feet.
The very idea of a having a stopway, by the way, is to save money by not having to pave it (runway standard pavement is very expensive). You add in a cheap gravel security factor.
So the idea of having a stopway on a gravel runway ridiculous. But US Air Force manuals for making gravel runways for C-17s, call for the laying of a 300 foot overrun at either end of the gravel runway. It further says that the overruns must be built to the same standards as the gravel runways. I know this sounds so ridicoulous that it looks like I made it up. But its here, black on white.
http://www.wbdg.org/ccb/AF/AFETL/etl_97_9.pdf
The Documents is called "Criteria and Guidance for C-17
Contingency and Training Operations on Semi-Prepared Airfields"
Here, its made clear that these are the minimum runways for
Contingency operations (conflicts and emergencies). So unlike what you wrote, these figure are the wartime figures, not the peacetime ones.
Contingency operations are normally short term operations connected with conflicts or emergencies. Airfields for contingency operations can be paved or unpaved. Since operations are limited, structural requirements are not as great. In addition, higher risk to aircraft and personnel may be justified, so requirements such as clearances, are not as stringent.
3.2.1. Length. For a semi-prepared runway located between sea level and 6,000 feet pressure altitude, the minimum length requirement for C-17 operations is 3,500 feet with 300-foot overruns on each end. This length requirement, based upon an RCR of 20, assumes an ambient temperature equal Standard (1962) plus 31 ºF, and a landing gross weight of 447,000 pounds. Based upon these same temperature and weight assumptions, the runway length will vary with different RCRs as follows:
The overruns must be constructed to the same standards as the runway. Overruns for mat surfaced runways must also be constructed with mat.
On page 139 of that document is a table that shows the length of runway required according to a friction factor called the "RCR". 3500 feet (plus the two 300 foot sections at either end) is only available when the RCR is 20 or more for runways up to 6000 feet MSL. On page 144, in the section that explains how to compute RCR, it shows that when the runway is wet or damp, an RCR of 4 must be used. GO back to the table, and you see that with an RCR of 4, the minimum runway length un to 2000 feet MSL is 6000 feet (plus the 600 feet of overruns). For an airport located at 6000 fet MSL, the minimum runway length for a wet runway is 7600 feet (7000 plus the 600).
I didn't make any of this up. AFCESA, who wrote this document is the Air Force Civil Engineer Support Agency
http://www.afcesa.af.mil/