It’s that time of the year again for the DoD aeronautical working groups. It would be great if we had participation from actual operators, but the reality is that only USAF has supported this (by way of AFFSA). There are always plenty of topics impacting the flying community, so if you had the opportunity to have your voice heard, what would you say?
What are your thoughts on continuous descent final approach? Is any community training to this, as opposed to getting to MDA prior to the MAP? On the civil side, approach visibility minimums increase on some approaches if you don’t fly CDFA. The rule for civil operators is now being applied by DoD TERPs shops and I doubt they’ve all talked with the flyers about operational impacts.
Speaking of visibility, do you use the first mentioned visibility value in the minima, or do you only use the parenthetical value when it comes to planning and/or starting the approach? Have you ever wondered why we repeat the same visibility value? I have.
Do you use the final approach course bearing line in the airport sketch for awareness as to your orientation to the runway environment? For approaches where the final is offset from the runway, would you rather exclude the line in the sketch or change the scale of the airport sketch to include the line?
If you need some approaches into a field that isn’t in FLIP, do you know how to request them to be included?
Have you used the electronic instrument procedure library (E-IPL)? Why or why not?
Is there anything you would change? Why?
Thanks for your inputs!
What are your thoughts on continuous descent final approach? Is any community training to this, as opposed to getting to MDA prior to the MAP? On the civil side, approach visibility minimums increase on some approaches if you don’t fly CDFA. The rule for civil operators is now being applied by DoD TERPs shops and I doubt they’ve all talked with the flyers about operational impacts.
Speaking of visibility, do you use the first mentioned visibility value in the minima, or do you only use the parenthetical value when it comes to planning and/or starting the approach? Have you ever wondered why we repeat the same visibility value? I have.
Do you use the final approach course bearing line in the airport sketch for awareness as to your orientation to the runway environment? For approaches where the final is offset from the runway, would you rather exclude the line in the sketch or change the scale of the airport sketch to include the line?
If you need some approaches into a field that isn’t in FLIP, do you know how to request them to be included?
Have you used the electronic instrument procedure library (E-IPL)? Why or why not?
Is there anything you would change? Why?
Thanks for your inputs!