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Coursework 6 Calculate hourly capacity for intersecting runways given the following airport

Coursework 6

Calculate hourly capacity for intersecting runways given the following airport information. You will need to reference the Aviation Planning textbook Chapter 5 and/or FAA AC 150-5060-5 for the methodology and FAA figures.

In the typical busy hour, the following operations occur in 1 hour (VFR)

10 single engine aircraft (Class A)

10 light twin engine aircraft (Class B)

29 transport type (Class C)

2 wide-body (Class D)

Arrivals = 55%, including 2 touch and go’s

During IFR conditions, the following operations occur in 1 hour

2 single engine aircraft (Class A)

5 light twin engine aircraft (Class B)

29 transport type (Class C)

2 wide-body (Class D)

Arrivals = 45%, no touch and go’s

Departures are on one runway, arrivals and departures on the other as shown in the diagram on page 2

Complete the worksheet below. Type in your answers in each blank square.

DEMAND

RUNWAY-USE

CAPACITY FIGURE NO.

AIRCRAFT MIX

MIX INDEX %(C+3D)

ARRIVALS %

TOUCH AND GO %

RUNWAY EXITS

HOURLY

CAPACITY

BASE

C*

T & G

FACTOR

T

EXIT

FACTOR

E

HOURLY

CAPACITY

C* T E

DIAGRAM

NO.

VFR

IFR

%A

%B

%C

%D

LOCATION

NO.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

2

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Coursework 6 Calculate hourly capacity for intersecting runways given the following airport
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