Airport Engineering 1. Answer all questions 4.50% credit for correct and complete procedure 2. 50% credit for correct an

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Airport Engineering 1 Answer All Questions 4 50 Credit For Correct And Complete Procedure 2 50 Credit For Correct An 1 (92.67 KiB) Viewed 55 times

Airport Engineering 1. Answer all questions 4.50% credit for correct and complete procedure 2. 50% credit for correct answer(s) 5. Write all your assumptions 3. Show all the step 6. Show all the units 1) List and identify the influence of all the factors affecting the aircraft lift. The influence should identify whether the factor has increasing or decreasing effect on the lift. (0.75 weight) 2) An airport drainage area has concrete pavements having the average run off characteristic with 1.8% slope and weakly pervious soils with turf 0.4%. Determine the size, capacity, and slope of centrifugally spun concrete pipe and the invert elevation at the inlet end for handling the worst rain fall. The invert elevation at the outer end is 520.360. The length of the pipe is 928 feet. 12% of the drainage area is paved. The distances to the most remote point from the inlet to the pavement and turfed areas are 180 feet and 1320 feet respectively (1.25 weight) 3) Compute the ultimate capacity for the conditions given below with a buffer zone and 24 seconds standard deviation. Use professionally acceptable probability of violation. The aircrafts need to maintain at least 4 nautical miles separation. The length of common approach is 3 nautical miles.(1.0 weight) Approach speed (knots) Aircraft % 110 28 130 24 140 48 4) Determine the total hourly delay under VFR conditions using a single 8600 feet runway with the following characteristics. (1.0 weight) The runway has an hourly capacity and percent arrivals as 85 operations per hour and 45% respectively. Its mix index is 110. Its hourly demand and peak 15 min demand are 71 operations per hour and 27 operations respectively.