1 / 24

Airfield Design

Airfield Design. Textbook Chapter 9 AC: 150/5300-13A. Airside Components. Runways Taxiways ( Significant changes to taxiways occurred recently . See latest FAA Advisory Circulars) * Taxilanes Apron. Airside Example. Airport Types. Utility airports Speeds < 120 knots

winter-ball
Télécharger la présentation

Airfield Design

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Airfield Design Textbook Chapter 9 AC: 150/5300-13A

  2. Airside Components • Runways • Taxiways (Significant changes to taxiways occurred recently. See latest FAA Advisory Circulars) * • Taxilanes • Apron

  3. Airside Example

  4. Airport Types • Utility airports • Speeds < 120 knots • Transport airports • Speeds >121 knots

  5. Design Aircraft Classes Based on wingspan • I <49 ft • II 49-79 ft • III 79-118 ft • IV 118-171 ft • V 171-197 ft • VI 197-262 ft

  6. Runway Spacing (1/2) Runway to runway – see table 9-4 and footnotes! • VFR I-IV >700 ft V, VI >1200 ft • IFR Min 2,500 ft IndepArr Min 4,300 ft DepenArr Min 3,000 ft. Both Dep w/radar 2,500 ft w/o radar 3,500 ft

  7. Runway Spacing table 9-14(2/2) Prec. RWY TWY Parked 500 800 600 TWY 325 Holding area

  8. Taxiways & Taxilanes* Example only … look up specs in recent ACs Side to side TWY 1.2 WS +10 TLN 1.1 WS+10 Behind (object to TWY or TLC CL) TWY 0.7 WS +10 TLN 0.6 WS+10

  9. Apron Area • Parking type • Nose in • Angle • Parallel • All around clearance of 0.1 WS+10

  10. Example (1/2) B727-200; L 154 ft; WS 108 ft Bounds RWY TWY

  11. Example (2/2) 1.1 WS + 10 = 129 = separation between taxiways 0.1 WS+10=21 WS=108 0.1 WS+10 =21 L+(0.1WS+10)+(WS/2)=230 = distance from taxiway to terminal L=154 0.1 WS+10=21 0.6 WS+10=75=distance from CL of TW to object

  12. Figures for ex 9-1

  13. Figures for ex 9-1

  14. Figures for ex 9-1

  15. Figures for ex 9-1

  16. Figures for ex 9-2

  17. Figures for ex 9-2

  18. Figures for ex 9-2

  19. Figure for ex 9-7

  20. Notice anything different???

More Related